A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees

Numerical simulation has increasingly become an effective method and powerful tool for performance-based earthquake engineering research. Amongst the existing research efforts, most numerical analyses were conducted using general-purpose commercial software, which to some extent limits in-depth inve...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Finite elements in analysis and design Jg. 98; S. 14 - 25
Hauptverfasser:	Lu, Xinzheng, Xie, Linlin, Guan, Hong, Huang, Yuli, Lu, Xiao
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Elsevier B.V 01.06.2015
Schlagworte:	Computer simulation Finite element method Frame–core tube Mathematical analysis Mathematical models Multi-layer element Nonlinear analysis Nonlinearity Numerical analysis OpenSees Shanghai Tower Shear walls Super-tall building Tubes Super-tall building Multi-layer element Shanghai Tower Nonlinear analysis Frame–core tube OpenSees
ISSN:	0168-874X, 1872-6925
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Abstract	Numerical simulation has increasingly become an effective method and powerful tool for performance-based earthquake engineering research. Amongst the existing research efforts, most numerical analyses were conducted using general-purpose commercial software, which to some extent limits in-depth investigations on specific topics with complicated nature. In consequence, this work develops a new shear wall element model and associated material constitutive models based on the open source finite element (FE) code OpenSees, in order to perform nonlinear seismic analyses of high-rise RC frame-core tube structures. A series of shear walls, a 141.8-m frame-core tube building and a super-tall building (the Shanghai Tower, with a height of 632m) are simulated. The rationality and reliability of the proposed element model and analysis method are validated through comparison with the available experimental data as well as the analytical results of a well validated commercial FE code. The research outcome will assist in providing a useful reference and an effective tool for further numerical analysis of the seismic behavior of tall and super-tall buildings. •A new shear wall element model is proposed and implemented in OpenSees.•Shear wall element model is validated using published experimental data.•A modeling strategy is developed for simulating super-tall buildings using OpenSees.•Simulation of tall buildings is validated using well accepted commercial FE code.•A 42-story RC building model is accessible online to allow the work to be reproduced.
AbstractList	Numerical simulation has increasingly become an effective method and powerful tool for performance-based earthquake engineering research. Amongst the existing research efforts, most numerical analyses were conducted using general-purpose commercial software, which to some extent limits in-depth investigations on specific topics with complicated nature. In consequence, this work develops a new shear wall element model and associated material constitutive models based on the open source finite element (FE) code OpenSees, in order to perform nonlinear seismic analyses of high-rise RC frame-core tube structures. A series of shear walls, a 141.8-m frame-core tube building and a super-tall building (the Shanghai Tower, with a height of 632m) are simulated. The rationality and reliability of the proposed element model and analysis method are validated through comparison with the available experimental data as well as the analytical results of a well validated commercial FE code. The research outcome will assist in providing a useful reference and an effective tool for further numerical analysis of the seismic behavior of tall and super-tall buildings. •A new shear wall element model is proposed and implemented in OpenSees.•Shear wall element model is validated using published experimental data.•A modeling strategy is developed for simulating super-tall buildings using OpenSees.•Simulation of tall buildings is validated using well accepted commercial FE code.•A 42-story RC building model is accessible online to allow the work to be reproduced. Numerical simulation has increasingly become an effective method and powerful tool for performance-based earthquake engineering research. Amongst the existing research efforts, most numerical analyses were conducted using general-purpose commercial software, which to some extent limits in-depth investigations on specific topics with complicated nature. In consequence, this work develops a new shear wall element model and associated material constitutive models based on the open source finite element (FE) code OpenSees, in order to perform nonlinear seismic analyses of high-rise RC frame-core tube structures. A series of shear walls, a 141.8-m frame-core tube building and a super-tall building (the Shanghai Tower, with a height of 632 m) are simulated. The rationality and reliability of the proposed element model and analysis method are validated through comparison with the available experimental data as well as the analytical results of a well validated commercial FE code. The research outcome will assist in providing a useful reference and an effective tool for further numerical analysis of the seismic behavior of tall and super-tall buildings.
Author	Guan, Hong Lu, Xiao Lu, Xinzheng Xie, Linlin Huang, Yuli
Author_xml	– sequence: 1 givenname: Xinzheng surname: Lu fullname: Lu, Xinzheng email: luxz@tsinghua.edu.cn organization: Department of Civil Engineering, Tsinghua University, Beijing 100084, PR China – sequence: 2 givenname: Linlin surname: Xie fullname: Xie, Linlin organization: Department of Civil Engineering, Tsinghua University, Beijing 100084, PR China – sequence: 3 givenname: Hong surname: Guan fullname: Guan, Hong organization: Griffith School of Engineering, Griffith University Gold Coast Campus, Queensland 4222, Australia – sequence: 4 givenname: Yuli surname: Huang fullname: Huang, Yuli organization: Arup, San Francisco, USA – sequence: 5 givenname: Xiao surname: Lu fullname: Lu, Xiao organization: Department of Civil Engineering, Beijing Jiaotong University, Beijing 100044, PR China
BookMark	eNqFkD1PHDEQhi1EJA6SX0DjMs0uY--nCwqEIEFCoiCRojSW1zsGn3zew7ML4t_Hx1GlgGZmpHmfGek5ZodxisjYqYBSgGjP1qXzEUMpQTQliBKgPWAr0XeyaJVsDtkqp_qi7-o_R-yYaA0AjWzrFft7wekRTeIvJgSOATcYZ-6mxPOLkI_mFaGnjbfcRBNeyROfHKdli6mYd9Cw-DD6-EB8odz43RbjPSJ9ZV-cCYTf3vsJ-3199evyZ3F79-Pm8uK2sHXdzYWVTnWNUeD6Wlg1dnmUykoDIzozjMNopB0gF9nnpRlEVYlaOdOPqoFKVSfs-_7uNk1PC9KsN54shmAiTgtp0YGAtqtUl6NqH7VpIkrotPWzmf0U52R80AL0zqde6zefeudTg9DZZ2ar_9ht8huTXj-hzvcUZgPPHpMm6zFaHH1CO-tx8h_y_wAgkJQh
CitedBy_id	crossref_primary_10_3390_app9050907 crossref_primary_10_1016_j_istruc_2025_109045 crossref_primary_10_1016_j_engstruct_2024_118500 crossref_primary_10_1016_j_soildyn_2019_05_036 crossref_primary_10_1016_j_compstruct_2020_113126 crossref_primary_10_1080_13632469_2020_1859002 crossref_primary_10_1016_j_engstruct_2019_109697 crossref_primary_10_1016_j_engstruct_2024_118749 crossref_primary_10_1016_j_istruc_2025_108515 crossref_primary_10_1007_s10518_024_02064_y crossref_primary_10_1016_j_engstruct_2015_11_019 crossref_primary_10_1016_j_soildyn_2025_109800 crossref_primary_10_1016_j_engstruct_2017_07_035 crossref_primary_10_1016_j_advengsoft_2016_05_014 crossref_primary_10_1016_j_istruc_2024_107135 crossref_primary_10_1061__ASCE_BE_1943_5592_0001413 crossref_primary_10_1061_JSENDH_STENG_11851 crossref_primary_10_1007_s10518_025_02259_x crossref_primary_10_1080_15732479_2024_2421346 crossref_primary_10_1002_tal_1369 crossref_primary_10_1016_j_soildyn_2023_108390 crossref_primary_10_1016_j_istruc_2023_03_073 crossref_primary_10_1155_2024_9331705 crossref_primary_10_3390_buildings13071637 crossref_primary_10_1016_j_engstruct_2024_117784 crossref_primary_10_1016_j_istruc_2025_108620 crossref_primary_10_1061__ASCE_ST_1943_541X_0003423 crossref_primary_10_1016_j_engstruct_2018_05_011 crossref_primary_10_1016_j_engstruct_2019_109560 crossref_primary_10_1016_j_istruc_2025_109836 crossref_primary_10_1007_s40996_023_01289_2 crossref_primary_10_1016_j_jcsr_2023_108182 crossref_primary_10_1016_j_compstruc_2020_106285 crossref_primary_10_1016_j_istruc_2024_107487 crossref_primary_10_1061__ASCE_ST_1943_541X_0002337 crossref_primary_10_1080_15732479_2018_1544986 crossref_primary_10_1680_jstbu_18_00205 crossref_primary_10_1002_suco_202400330 crossref_primary_10_1002_tal_70020 crossref_primary_10_1016_j_matpr_2022_09_193 crossref_primary_10_1016_j_engstruct_2025_121051 crossref_primary_10_1016_j_engstruct_2018_05_003 crossref_primary_10_1002_eqe_3619 crossref_primary_10_1016_j_jobe_2025_112499 crossref_primary_10_1016_j_jobe_2021_103215 crossref_primary_10_1016_j_jobe_2022_104705 crossref_primary_10_1007_s42107_024_01054_4 crossref_primary_10_1016_j_istruc_2024_106067 crossref_primary_10_1080_13632469_2023_2283050 crossref_primary_10_1061__ASCE_EM_1943_7889_0002030 crossref_primary_10_3390_buildings14113666 crossref_primary_10_1016_j_engstruct_2018_10_026 crossref_primary_10_1061__ASCE_EM_1943_7889_0002157 crossref_primary_10_1016_j_jcsr_2020_106131 crossref_primary_10_1108_JSFE_05_2021_0033 crossref_primary_10_1007_s10518_025_02148_3 crossref_primary_10_1007_s10518_022_01341_y crossref_primary_10_1016_j_engstruct_2023_117386 crossref_primary_10_1016_j_engstruct_2021_111919 crossref_primary_10_1016_j_engstruct_2025_121288 crossref_primary_10_1109_TSMC_2020_3048696 crossref_primary_10_1016_j_engstruct_2024_118774 crossref_primary_10_1016_j_engstruct_2024_117688 crossref_primary_10_1061__ASCE_ST_1943_541X_0002433 crossref_primary_10_1016_j_engstruct_2018_03_085 crossref_primary_10_1016_j_soildyn_2025_109804 crossref_primary_10_1016_j_engstruct_2021_112570 crossref_primary_10_1016_j_jobe_2021_103563 crossref_primary_10_1016_j_istruc_2020_04_031 crossref_primary_10_1016_j_soildyn_2024_108663 crossref_primary_10_1016_j_engstruct_2022_115343 crossref_primary_10_1155_2023_7953869 crossref_primary_10_1016_j_soildyn_2025_109375 crossref_primary_10_1016_j_jobe_2023_106357 crossref_primary_10_1007_s40996_024_01574_8 crossref_primary_10_1061__ASCE_CF_1943_5509_0001633 crossref_primary_10_1002_tal_2128 crossref_primary_10_1080_13632469_2021_1887011 crossref_primary_10_1016_j_engstruct_2024_119076 crossref_primary_10_1016_j_istruc_2022_11_041 crossref_primary_10_1002_tal_1727 crossref_primary_10_1016_j_jcsr_2021_106877 crossref_primary_10_1016_j_engstruct_2017_06_026 crossref_primary_10_1061__ASCE_ST_1943_541X_0003216 crossref_primary_10_1016_j_engstruct_2025_119636 crossref_primary_10_1007_s11803_024_2266_4 crossref_primary_10_1155_2019_7594132 crossref_primary_10_3390_buildings14072208 crossref_primary_10_3390_buildings13051303 crossref_primary_10_1016_j_soildyn_2025_109447 crossref_primary_10_1016_j_engstruct_2023_115795 crossref_primary_10_1016_j_ijnonlinmec_2022_103984 crossref_primary_10_1016_j_istruc_2022_04_004 crossref_primary_10_1016_j_jobe_2022_104321 crossref_primary_10_1177_13694332251369097 crossref_primary_10_1016_j_engstruct_2023_115791 crossref_primary_10_1016_j_jobe_2022_104324 crossref_primary_10_1016_j_engstruct_2020_111190 crossref_primary_10_1016_j_istruc_2020_04_006 crossref_primary_10_1016_j_engstruct_2025_120613 crossref_primary_10_1016_j_engstruct_2020_110549 crossref_primary_10_1016_j_engstruct_2025_121385 crossref_primary_10_1016_j_engstruct_2020_111752 crossref_primary_10_1080_13632469_2022_2124557 crossref_primary_10_1016_j_engstruct_2021_111979 crossref_primary_10_1016_j_engstruct_2021_111977 crossref_primary_10_1016_j_engstruct_2022_114868 crossref_primary_10_3390_buildings12091293 crossref_primary_10_1002_tal_1291 crossref_primary_10_1007_s10518_017_0168_9 crossref_primary_10_3390_buildings11010007 crossref_primary_10_1177_1369433216649392 crossref_primary_10_1002_tal_1731 crossref_primary_10_1016_j_jcsr_2017_03_011 crossref_primary_10_3390_sym17091553 crossref_primary_10_1016_j_engstruct_2025_120606 crossref_primary_10_3389_fbuil_2023_1249550 crossref_primary_10_1016_j_tws_2023_110591 crossref_primary_10_1016_j_jii_2023_100470 crossref_primary_10_1007_s40996_024_01402_z crossref_primary_10_1016_j_engstruct_2025_119972 crossref_primary_10_1016_j_jcsr_2025_109846 crossref_primary_10_1061__ASCE_CC_1943_5614_0000652 crossref_primary_10_1111_mice_12259 crossref_primary_10_1155_2017_3518232 crossref_primary_10_1016_j_engstruct_2023_116307 crossref_primary_10_1061__ASCE_ST_1943_541X_0001815 crossref_primary_10_1002_eqe_4060 crossref_primary_10_1080_13632469_2017_1297269 crossref_primary_10_3390_app7111191 crossref_primary_10_1016_j_engstruct_2021_113593 crossref_primary_10_1061_JSENDH_STENG_11397 crossref_primary_10_3390_app8101913 crossref_primary_10_1016_j_jobe_2024_111131 crossref_primary_10_1016_j_engstruct_2018_06_003 crossref_primary_10_1016_j_compstruc_2017_10_010 crossref_primary_10_1177_1077546317726637 crossref_primary_10_1080_13632469_2024_2323970 crossref_primary_10_1080_13632469_2020_1796843 crossref_primary_10_1177_87552930241262775 crossref_primary_10_1016_j_istruc_2022_11_070 crossref_primary_10_1016_j_engstruct_2016_11_064 crossref_primary_10_1016_j_engstruct_2019_03_102 crossref_primary_10_1016_j_engstruct_2020_110564 crossref_primary_10_1061__ASCE_ST_1943_541X_0002355 crossref_primary_10_1016_j_engstruct_2020_110688 crossref_primary_10_1111_mice_13236 crossref_primary_10_1016_j_aei_2025_103129 crossref_primary_10_1016_j_engstruct_2021_113220 crossref_primary_10_1016_j_engstruct_2022_115029 crossref_primary_10_1007_s10518_024_02074_w crossref_primary_10_1007_s40999_020_00567_8 crossref_primary_10_1016_j_engstruct_2023_115685 crossref_primary_10_1016_j_conbuildmat_2019_04_070 crossref_primary_10_1016_j_jsv_2023_117693 crossref_primary_10_47481_jscmt_1607472 crossref_primary_10_1111_mice_13320 crossref_primary_10_1080_00295450_2022_2033597 crossref_primary_10_1016_j_soildyn_2024_108823 crossref_primary_10_1016_j_engstruct_2025_119839 crossref_primary_10_1155_2018_2747836 crossref_primary_10_1016_j_engstruct_2016_11_018 crossref_primary_10_1007_s41062_024_01385_w crossref_primary_10_14359_51746675 crossref_primary_10_1016_j_istruc_2024_107773 crossref_primary_10_1002_tal_1401 crossref_primary_10_1002_tal_1886 crossref_primary_10_1016_j_engstruct_2025_120138 crossref_primary_10_1155_2023_4170149 crossref_primary_10_1016_j_engstruct_2018_08_077 crossref_primary_10_1007_s10518_020_00918_9 crossref_primary_10_1002_suco_201900024 crossref_primary_10_1016_j_jobe_2024_108463 crossref_primary_10_1177_1369433217742525 crossref_primary_10_1007_s10518_022_01611_9 crossref_primary_10_1016_j_istruc_2023_01_086 crossref_primary_10_3390_buildings14010055 crossref_primary_10_1007_s10694_022_01225_2 crossref_primary_10_1016_j_engstruct_2024_119206 crossref_primary_10_1016_j_istruc_2021_07_028 crossref_primary_10_1007_s10518_025_02184_z crossref_primary_10_1016_j_engstruct_2019_110037 crossref_primary_10_1177_87552930221132862 crossref_primary_10_3390_app8112316 crossref_primary_10_1016_j_engstruct_2025_120920 crossref_primary_10_1016_j_jobe_2025_113628 crossref_primary_10_1088_1755_1315_822_1_012047 crossref_primary_10_1016_j_engstruct_2024_119574 crossref_primary_10_3390_app13084894 crossref_primary_10_1016_j_jobe_2024_110871 crossref_primary_10_1016_j_engstruct_2024_118365 crossref_primary_10_1002_eqe_2801 crossref_primary_10_1016_j_jobe_2024_108673 crossref_primary_10_1016_j_jobe_2025_112530 crossref_primary_10_1016_j_istruc_2023_01_055 crossref_primary_10_1080_13632469_2021_2003272 crossref_primary_10_1016_j_engstruct_2022_114401 crossref_primary_10_1016_j_istruc_2022_10_063 crossref_primary_10_1007_s10518_018_0348_2 crossref_primary_10_1016_j_engstruct_2023_115930 crossref_primary_10_1016_j_jobe_2020_101355 crossref_primary_10_1016_j_jobe_2022_104421 crossref_primary_10_1002_nme_6456 crossref_primary_10_1016_j_engstruct_2021_112183 crossref_primary_10_1016_j_engstruct_2025_120237 crossref_primary_10_1016_j_net_2025_103599 crossref_primary_10_1061_JBENF2_BEENG_6353 crossref_primary_10_1007_s11803_020_0599_1 crossref_primary_10_1080_13632469_2019_1689869 crossref_primary_10_1016_j_autcon_2025_106283 crossref_primary_10_1139_cjce_2021_0125 crossref_primary_10_1016_j_istruc_2022_10_068 crossref_primary_10_1080_13632469_2017_1286624 crossref_primary_10_1016_j_jobe_2025_113515 crossref_primary_10_1016_j_cad_2023_103517 crossref_primary_10_1051_rdne_2025001 crossref_primary_10_1080_19648189_2019_1624624 crossref_primary_10_1007_s10518_023_01627_9 crossref_primary_10_1016_j_istruc_2020_08_021 crossref_primary_10_1109_ACCESS_2025_3560640 crossref_primary_10_1007_s11803_022_2078_3 crossref_primary_10_1016_j_engstruct_2021_112436 crossref_primary_10_1016_j_engstruct_2023_115707 crossref_primary_10_1016_j_engstruct_2021_113409 crossref_primary_10_1016_j_engstruct_2024_118945 crossref_primary_10_1016_j_istruc_2022_03_048 crossref_primary_10_1016_j_istruc_2024_106889 crossref_primary_10_1016_j_engstruct_2023_115824 crossref_primary_10_1080_13632469_2022_2121787 crossref_primary_10_1016_j_jcsr_2024_109061 crossref_primary_10_1016_j_soildyn_2018_09_017 crossref_primary_10_1002_eqe_3270 crossref_primary_10_1002_tal_1687 crossref_primary_10_1007_s10518_025_02233_7 crossref_primary_10_3390_app12073499 crossref_primary_10_1007_s10518_017_0224_5 crossref_primary_10_3390_ma17092070 crossref_primary_10_1016_j_soildyn_2020_106453 crossref_primary_10_1061__ASCE_EM_1943_7889_0001838 crossref_primary_10_1016_j_engstruct_2024_118713 crossref_primary_10_1002_eqe_3609 crossref_primary_10_1016_j_soildyn_2019_105727 crossref_primary_10_3390_math11102347 crossref_primary_10_1016_j_matpr_2023_03_037 crossref_primary_10_1016_j_jobe_2021_103103 crossref_primary_10_1061__ASCE_ST_1943_541X_0003505 crossref_primary_10_1061__ASCE_CF_1943_5509_0001012 crossref_primary_10_1193_010317EQS003M crossref_primary_10_1016_j_istruc_2024_108130 crossref_primary_10_1061_JSENDH_STENG_13968 crossref_primary_10_1080_13632469_2024_2365882 crossref_primary_10_1007_s00466_021_02084_4 crossref_primary_10_1007_s10518_020_00907_y crossref_primary_10_3390_ma18174053 crossref_primary_10_1080_10168664_2021_2004974 crossref_primary_10_1177_87552930241297564 crossref_primary_10_1016_j_autcon_2025_105967 crossref_primary_10_1016_j_compstruct_2023_117308 crossref_primary_10_1016_j_soildyn_2023_107997 crossref_primary_10_1016_j_engstruct_2024_117639 crossref_primary_10_1061__ASCE_ST_1943_541X_0003397 crossref_primary_10_1016_j_engstruct_2015_11_039 crossref_primary_10_1016_j_engstruct_2023_116700 crossref_primary_10_1016_j_istruc_2024_106784 crossref_primary_10_1016_j_engstruct_2020_111252 crossref_primary_10_1061_JSENDH_STENG_11556 crossref_primary_10_1002_eqe_4239 crossref_primary_10_1016_j_engstruct_2020_111378 crossref_primary_10_1016_j_engstruct_2021_112406 crossref_primary_10_1007_s40999_022_00709_0 crossref_primary_10_1177_1369433217735932 crossref_primary_10_1016_j_engstruct_2021_112771 crossref_primary_10_3390_buildings15020294 crossref_primary_10_1016_j_engstruct_2018_08_100 crossref_primary_10_1016_j_engstruct_2021_112093
Cites_doi	10.1061/(ASCE)0733-9445(1988)114:8(1804) 10.1193/1.3224159 10.1061/(ASCE)CP.1943-5487.0000002 10.1061/(ASCE)0733-9445(1997)123:10(1321) 10.1002/tal.440 10.1061/(ASCE)0733-9445(2005)131:1(75) 10.1002/eqe.897 10.1061/(ASCE)0733-9399(1984)110:4(518) 10.1016/j.finel.2007.11.013 10.1016/0013-7944(86)90036-6 10.1002/(SICI)1096-9845(199607)25:7<711::AID-EQE576>3.0.CO;2-9 10.1061/(ASCE)CF.1943-5509.0000593 10.1002/eqe.2240 10.1016/j.finel.2010.09.006 10.1016/j.compstruc.2011.01.017 10.1002/tal.580 10.1260/1369-4332.14.5.815 10.1016/0045-7825(95)00767-U 10.1177/136943329700100108 10.1016/S0965-9978(01)00027-8 10.1016/j.jcsr.2012.12.004 10.1002/tal.1150 10.1193/1.2220575 10.1002/tal.1040 10.1016/j.engstruct.2011.06.017 10.1016/0008-8846(80)90115-5 10.1260/136943307780150850 10.1002/tal.1206 10.1016/j.compstruc.2012.06.006 10.1002/tal.717 10.1007/s11431-011-4548-0
ContentType	Journal Article
Copyright	2015 Elsevier B.V.
Copyright_xml	– notice: 2015 Elsevier B.V.
DBID	AAYXX CITATION 7SC 7SM 7TB 8FD FR3 JQ2 KR7 L7M L~C L~D
DOI	10.1016/j.finel.2015.01.006
DatabaseName	CrossRef Computer and Information Systems Abstracts Earthquake Engineering Abstracts Mechanical & Transportation Engineering Abstracts Technology Research Database Engineering Research Database ProQuest Computer Science Collection Civil Engineering Abstracts Advanced Technologies Database with Aerospace Computer and Information Systems Abstracts Academic Computer and Information Systems Abstracts Professional
DatabaseTitle	CrossRef Earthquake Engineering Abstracts Civil Engineering Abstracts Technology Research Database Computer and Information Systems Abstracts – Academic Mechanical & Transportation Engineering Abstracts ProQuest Computer Science Collection Computer and Information Systems Abstracts Engineering Research Database Advanced Technologies Database with Aerospace Computer and Information Systems Abstracts Professional
DatabaseTitleList	Earthquake Engineering Abstracts
DeliveryMethod	fulltext_linktorsrc
Discipline	Applied Sciences Engineering
EISSN	1872-6925
EndPage	25
ExternalDocumentID	10_1016_j_finel_2015_01_006 S0168874X15000074
GroupedDBID	--K --M -~X .DC .~1 0R~ 1B1 1~. 1~5 29H 4.4 457 4G. 5GY 5VS 7-5 71M 8P~ 9JN AACTN AAEDT AAEDW AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAQXK AAXUO AAYFN ABAOU ABBOA ABEFU ABMAC ABXDB ABYKQ ACAZW ACDAQ ACGFS ACIWK ACNNM ACRLP ACZNC ADBBV ADEZE ADGUI ADJOM ADMUD ADTZH AEBSH AECPX AEKER AENEX AFFNX AFKWA AFTJW AGHFR AGUBO AGYEJ AHHHB AHJVU AHZHX AI. AIALX AIEXJ AIGVJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ AOUOD ARUGR ASPBG AVWKF AXJTR AZFZN BJAXD BKOJK BLXMC CS3 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 F5P FDB FEDTE FGOYB FIRID FNPLU FYGXN G-2 G-Q GBLVA GBOLZ HLZ HVGLF HZ~ IHE J1W JJJVA KOM LX9 LY7 M41 MHUIS MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. PQQKQ Q38 R2- RIG RNS ROL RPZ SBC SDF SDG SES SET SEW SPC SPCBC SST SSV SSW SSZ T5K T9H TN5 VH1 WUQ XPP ZMT ~02 ~G- 9DU AATTM AAXKI AAYWO AAYXX ABJNI ABWVN ACLOT ACRPL ACVFH ADCNI ADNMO AEIPS AEUPX AFJKZ AFPUW AGQPQ AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP CITATION EFKBS ~HD 7SC 7SM 7TB 8FD FR3 JQ2 KR7 L7M L~C L~D
ID	FETCH-LOGICAL-c447t-c2f975a90f841c9d7a9029c2a0defabdbda2cb0a2c28d7aab133149fa8d950393
ISICitedReferencesCount	311
ISICitedReferencesURI	http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000350218300002&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN	0168-874X
IngestDate	Sat Sep 27 18:56:23 EDT 2025 Tue Nov 18 22:18:29 EST 2025 Sat Nov 29 04:56:30 EST 2025 Fri Feb 23 02:34:32 EST 2024
IsDoiOpenAccess	false
IsOpenAccess	true
IsPeerReviewed	true
IsScholarly	true
Keywords	Super-tall building Multi-layer element Shanghai Tower Nonlinear analysis Frame–core tube OpenSees
Language	English
LinkModel	OpenURL
MergedId	FETCHMERGED-LOGICAL-c447t-c2f975a90f841c9d7a9029c2a0defabdbda2cb0a2c28d7aab133149fa8d950393
Notes	ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23
OpenAccessLink	https://www.sciencedirect.com/science/article/pii/S0168874X15000074
PQID	1701067397
PQPubID	23500
PageCount	12
ParticipantIDs	proquest_miscellaneous_1701067397 crossref_citationtrail_10_1016_j_finel_2015_01_006 crossref_primary_10_1016_j_finel_2015_01_006 elsevier_sciencedirect_doi_10_1016_j_finel_2015_01_006
PublicationCentury	2000
PublicationDate	2015-06-01
PublicationDateYYYYMMDD	2015-06-01
PublicationDate_xml	– month: 06 year: 2015 text: 2015-06-01 day: 01
PublicationDecade	2010
PublicationTitle	Finite elements in analysis and design
PublicationYear	2015
Publisher	Elsevier B.V
Publisher_xml	– name: Elsevier B.V
References	Lu, Lu, Zhang, Ye (bib3) 2011; 54 Rots, Blaauwendraad (bib26) 1989; 34 Patzák, Bittnar (bib13) 2001; 32 Esmaili, Epackachi, Mirghaderi, Behbahani, Vahdani (bib7) 2011; 20 Jirásek, Bauer (bib28) 2012; 110 Jiang, Lu, Guan, Ye (bib5) 2014; 23 Poon, Hsiao, Zhu, Joseph, Zuo, Fu (bib8) 2011 Li, Lu, Guan, Ye (bib18) 2011; 33 Kidarsa, Scott, Higgins (bib38) 2008; 44 Lu, Lu, Guan, Ye (bib1) 2013; 42 Guan, Loo (bib21) 1997; 1 Lu, Zhou, Yang, Qian, Song, Wang (bib29) 2010 Mazars (bib24) 1986; 25 URL Marc (bib12) 2007 Chen (bib30) 2002 Huang, Cheng (bib32) 2003; 33 Park, Reinhorn, Kunnath (bib14) 1987 Spacone, Filippou, Taucer (bib35) 1996; 25 Martinelli, Filippou (bib36) 2009; 38 Miao, Ye, Guan, Lu (bib6) 2011; 14 Loo, Guan (bib22) 1997; 123 Zona, Ranzi (bib39) 2011; 47 Dvorkin, Pantuso, Repetto (bib19) 1995; 125 Lu, Chen (bib31) 2005; 131 Lignos, Chung, Nagae, Nakashima (bib47) 2011; 80 Jiang, Fu, Liu, Yin (bib9) 2014; 23 Martinelli, Filippou (bib46) 2009; 38 Mander, Priestley, Park (bib33) 1988; 114 Ren, Li, Guan, Lu (bib4) 2014 Lu, Su, Zhou (bib10) 2013; 22 Hallinan, Guan (bib20) 2007; 10 Løland (bib23) 1980; 10 Chopra (bib44) 1995; vol. 3 CECS 230-2008, Specification for design of steel-concrete mixed structure of tall buildings, Beijing: China Institute of Building Standard Design and Research, 2008 [in Chinese]. Filippou, Popov, Bertero (bib34) 1983 Bazant (bib27) 1998; 110 Mazzoni, McKenna, Scott, Fenves (bib15) 2006 Wallace (bib17) 2007; 16 Michaloudis, Blankenhorn, Mattern, Schweizerhof (bib11) 2010 Maison, Kasai, Deierlein (bib37) 2009; 25 Rodríguez, Restrepo, Blandón (bib45) 2006; 22 Date accessed: June 2014. McKenna, Scott, Fenves (bib16) 2009; 24 Lu, Li, Guan, Lu, Ye (bib41) 2015 Lu, Lu, Guan, Zhang, Ye (bib2) 2013; 82 Moehle, Bozorgnia, Jayaram (bib40) 2011 Rots, Nauta, Kusters, Blaauwendraad (bib25) 1985; 30 Martinelli (10.1016/j.finel.2015.01.006_bib46) 2009; 38 Maison (10.1016/j.finel.2015.01.006_bib37) 2009; 25 Park (10.1016/j.finel.2015.01.006_bib14) 1987 Huang (10.1016/j.finel.2015.01.006_bib32) 2003; 33 Lu (10.1016/j.finel.2015.01.006_bib41) 2015 Mander (10.1016/j.finel.2015.01.006_bib33) 1988; 114 Rodríguez (10.1016/j.finel.2015.01.006_bib45) 2006; 22 Zona (10.1016/j.finel.2015.01.006_bib39) 2011; 47 Rots (10.1016/j.finel.2015.01.006_bib26) 1989; 34 Spacone (10.1016/j.finel.2015.01.006_bib35) 1996; 25 Lu (10.1016/j.finel.2015.01.006_bib31) 2005; 131 Lu (10.1016/j.finel.2015.01.006_bib3) 2011; 54 Marc (10.1016/j.finel.2015.01.006_bib12) 2007 Dvorkin (10.1016/j.finel.2015.01.006_bib19) 1995; 125 Mazars (10.1016/j.finel.2015.01.006_bib24) 1986; 25 Li (10.1016/j.finel.2015.01.006_bib18) 2011; 33 Lu (10.1016/j.finel.2015.01.006_bib29) 2010 Poon (10.1016/j.finel.2015.01.006_bib8) 2011 Chopra (10.1016/j.finel.2015.01.006_bib44) 1995; vol. 3 Guan (10.1016/j.finel.2015.01.006_bib21) 1997; 1 McKenna (10.1016/j.finel.2015.01.006_bib16) 2009; 24 Lu (10.1016/j.finel.2015.01.006_bib2) 2013; 82 Miao (10.1016/j.finel.2015.01.006_bib6) 2011; 14 Jiang (10.1016/j.finel.2015.01.006_bib5) 2014; 23 Martinelli (10.1016/j.finel.2015.01.006_bib36) 2009; 38 Moehle (10.1016/j.finel.2015.01.006_bib40) 2011 Loo (10.1016/j.finel.2015.01.006_bib22) 1997; 123 Løland (10.1016/j.finel.2015.01.006_bib23) 1980; 10 Bazant (10.1016/j.finel.2015.01.006_bib27) 1998; 110 Lignos (10.1016/j.finel.2015.01.006_bib47) 2011; 80 Chen (10.1016/j.finel.2015.01.006_bib30) 2002 Rots (10.1016/j.finel.2015.01.006_bib25) 1985; 30 Jiang (10.1016/j.finel.2015.01.006_bib9) 2014; 23 Esmaili (10.1016/j.finel.2015.01.006_bib7) 2011; 20 10.1016/j.finel.2015.01.006_bib42 Mazzoni (10.1016/j.finel.2015.01.006_bib15) 2006 10.1016/j.finel.2015.01.006_bib43 Ren (10.1016/j.finel.2015.01.006_bib4) 2014 Patzák (10.1016/j.finel.2015.01.006_bib13) 2001; 32 Wallace (10.1016/j.finel.2015.01.006_bib17) 2007; 16 Lu (10.1016/j.finel.2015.01.006_bib10) 2013; 22 Michaloudis (10.1016/j.finel.2015.01.006_bib11) 2010 Lu (10.1016/j.finel.2015.01.006_bib1) 2013; 42 Filippou (10.1016/j.finel.2015.01.006_bib34) 1983 Kidarsa (10.1016/j.finel.2015.01.006_bib38) 2008; 44 Jirásek (10.1016/j.finel.2015.01.006_bib28) 2012; 110 Hallinan (10.1016/j.finel.2015.01.006_bib20) 2007; 10
References_xml	– volume: 10 start-page: 395 year: 1980 end-page: 402 ident: bib23 article-title: Continuous damage model for load-response estimation of concrete publication-title: Cement Concr. Res. – volume: 123 start-page: 1321 year: 1997 end-page: 1330 ident: bib22 article-title: Cracking and punching shear failure analysis of RC flat plates publication-title: J. Struct. Eng. – volume: 80 start-page: 959 year: 2011 end-page: 967 ident: bib47 article-title: Numerical and experimental evaluation of seismic capacity of high-rise steel buildings subjected to long duration earthquakes publication-title: Comput. Struct. – volume: 10 start-page: 55 year: 2007 end-page: 72 ident: bib20 article-title: Layered finite element analysis of one-way and two-way concrete walls with opening publication-title: Adv. Struct. Eng. – volume: 38 start-page: 587 year: 2009 end-page: 607 ident: bib46 article-title: Simulation of the shaking table test of a seven-story shear wall building publication-title: Earthq. Eng. Struct. Dyn. – year: 2007 ident: bib12 article-title: Volume A, Theory and user information publication-title: MSC Corp – volume: 25 start-page: 927 year: 2009 end-page: 953 ident: bib37 article-title: ASCE-41 and FEMA-351 evaluation of E-defense collapse test publication-title: Earthq. Spectra – volume: 20 start-page: 1035 year: 2011 end-page: 1047 ident: bib7 article-title: Rehabilitation of a high–rise coupled shear wall system in a 56–storey residential reinforced concrete building (Tehran Tower), based on nonlinear dynamic time–history analyses publication-title: Struct. Des. Tall Spec. Build. – year: 2010 ident: bib29 article-title: Shear wall database, network for earthquake engineering simulation (database) publication-title: Dataset – year: 2014 ident: bib4 article-title: Progressive collapse resistance of two typical high-rise RC frame shear wall structures publication-title: J. Perform. Construct. Facil.-ASCE – volume: 23 start-page: 334 year: 2014 end-page: 349 ident: bib9 article-title: Study on seismic performance of a super-tall steel–concrete hybrid structure publication-title: Struct. Des. Tall Spec. Build. – volume: 131 start-page: 75 year: 2005 end-page: 84 ident: bib31 article-title: Modeling of coupled shear walls and its experimental verification publication-title: J. Struct. Eng. – volume: 1 start-page: 71 year: 1997 end-page: 85 ident: bib21 article-title: Flexural and shear failure analysis of reinforced concrete slabs and flat plate publication-title: Adv. Struct. Eng. – year: 1983 ident: bib34 article-title: Effects of bond deterioration on hysteretic behavior of reinforced concrete joints, Report EERC 83-19, Earthquake Research Center – volume: 33 start-page: 2931 year: 2011 end-page: 2942 ident: bib18 article-title: An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures publication-title: Eng. Struct. – volume: 22 start-page: 755 year: 2006 end-page: 780 ident: bib45 article-title: Shaking table tests of a four-story miniature steel building-model validation publication-title: Earthq. Spectra – volume: 25 start-page: 711 year: 1996 end-page: 726 ident: bib35 article-title: Fiber beam-column model for non-linear analysis of R/C frames: Part I. Formulation publication-title: Earthq. Eng. Struct. Dyn. – volume: 34 start-page: 1 year: 1989 end-page: 59 ident: bib26 article-title: Crack models for concrete: discrete or smeared? Fixed, multi-directional or rotating? publication-title: HERON – year: 2006 ident: bib15 article-title: OpenSees command language manual publication-title: Pacific Earthquake Engineering Research (PEER) Center – year: 2011 ident: bib40 article-title: Case studies of the seismic performance of tall buildings designed by alternative means: task 12 report for the tall buildings initiative: final report to California seismic safety commission and California emergency management agency publication-title: Pacific Earthquake Engineering Research Center – start-page: 539 year: 2010 end-page: 551 ident: bib11 article-title: Modeling structural failure with finite element analysis of controlled demolition of buildings by explosives using LS-DYNA, High Performance Computing in Science and Engineering׳09 – year: 1987 ident: bib14 article-title: IDARC: inelastic damage analysis of reinforced concrete frame–shear–wall structures – volume: 25 start-page: 729 year: 1986 end-page: 737 ident: bib24 article-title: A description of micro- and macro-scale damage of concrete structures publication-title: Eng. Fract. Mech. – volume: 44 start-page: 214 year: 2008 end-page: 224 ident: bib38 article-title: Analysis of moving loads using force-based finite elements publication-title: Finite Elem. Anal. Des. – volume: 54 start-page: 2549 year: 2011 end-page: 2560 ident: bib3 article-title: Collapse simulation of a super high-rise building subjected to extremely strong earthquakes publication-title: Sci. China Technol. Sci. – year: 2002 ident: bib30 article-title: Static inelastic analysis of reinforced concrete coupled shear wall – volume: 110 start-page: 60 year: 2012 end-page: 78 ident: bib28 article-title: Numerical aspects of the crack band approach publication-title: Comput. Struct. – volume: 114 start-page: 1804 year: 1988 end-page: 1826 ident: bib33 article-title: Theoretical stress–strain model for confined concrete publication-title: J. Struct.l Eng. – volume: 47 start-page: 98 year: 2011 end-page: 118 ident: bib39 article-title: Finite element models for nonlinear analysis of steel-concrete composite beams with partial interaction in combined bending and shear publication-title: Finite Elem. Anal. Des. – volume: 42 start-page: 705 year: 2013 end-page: 723 ident: bib1 article-title: Collapse simulation of reinforced concrete high–rise building induced by extreme earthquakes publication-title: Earthq. Eng. Struct. Dyn. – volume: 22 start-page: 593 year: 2013 end-page: 614 ident: bib10 article-title: Nonlinear time history analysis of a super–tall building with setbacks in elevation publication-title: Struct. Des. Tall Spec. Build. – reference: CECS 230-2008, Specification for design of steel-concrete mixed structure of tall buildings, Beijing: China Institute of Building Standard Design and Research, 2008 [in Chinese]. – volume: 125 start-page: 17 year: 1995 end-page: 40 ident: bib19 article-title: A formulation of the MITC4 shell element for finite strain elasto-plastic analysis publication-title: Comput. Methods Appl. Mech. Eng. – volume: 38 start-page: 587 year: 2009 end-page: 607 ident: bib36 article-title: Simulation of the shaking table test of a seven-story shear wall building publication-title: Earthq. Eng. Struct. Dyn. – volume: 110 start-page: 518 year: 1998 end-page: 535 ident: bib27 article-title: Size effect in blunt fracture: concrete, rock, metal publication-title: J. Eng. Mech. – volume: 30 start-page: 1 year: 1985 end-page: 48 ident: bib25 article-title: Smeared crack approach and fracture localization in concrete publication-title: HERON – volume: 82 start-page: 59 year: 2013 end-page: 71 ident: bib2 article-title: Earthquake-induced collapse simulation of a super-tall mega-braced frame–core tube building publication-title: J. Construct. Steel Res. – start-page: 541 year: 2011 end-page: 551 ident: bib8 article-title: Ihtiyar, Non-linear time history analysis for the performance based design of Shanghai Tower publication-title: Struct. Congr. – reference: ; Date accessed: June 2014. – volume: 23 start-page: 1426 year: 2014 end-page: 1442 ident: bib5 article-title: Shaking table model test and FE analysis of a reinforced concrete mega-frame structure with tuned mass dampers publication-title: Struct. Des. Tall Spec. Build. – volume: 24 start-page: 95 year: 2009 end-page: 107 ident: bib16 article-title: Nonlinear finite-element analysis software architecture using object composition publication-title: J. Comput. Civil Eng. – year: 2015 ident: bib41 article-title: A comparative case study on seismic design of tall RC frame–core tube structures in China and USA publication-title: Struct. Des. Tall Spec. Build. – volume: 14 start-page: 815 year: 2011 end-page: 836 ident: bib6 article-title: Evaluation of modal and traditional pushover analyses in frame–shear–wall structures publication-title: Adv. Struct. Eng. – volume: 32 start-page: 759 year: 2001 end-page: 767 ident: bib13 article-title: Design of object oriented finite element code publication-title: Adv. Eng. Softw. – volume: 16 start-page: 615 year: 2007 end-page: 632 ident: bib17 article-title: Modelling issues for tall reinforced concrete core wall buildings publication-title: Struct. Des. Tall Spec. Build. – volume: vol. 3 year: 1995 ident: bib44 publication-title: Dynamics of Structures – volume: 33 start-page: 164 year: 2003 end-page: 167 ident: bib32 article-title: Study on elasto-plastic performances of shear walls with short piers publication-title: J. Southeast Univ. (Nat. Sci. Ed.) – reference: URL: – ident: 10.1016/j.finel.2015.01.006_bib42 – year: 2007 ident: 10.1016/j.finel.2015.01.006_bib12 article-title: Volume A, Theory and user information publication-title: MSC Corp – volume: 114 start-page: 1804 issue: 8 year: 1988 ident: 10.1016/j.finel.2015.01.006_bib33 article-title: Theoretical stress–strain model for confined concrete publication-title: J. Struct.l Eng. doi: 10.1061/(ASCE)0733-9445(1988)114:8(1804) – volume: 25 start-page: 927 issue: 4 year: 2009 ident: 10.1016/j.finel.2015.01.006_bib37 article-title: ASCE-41 and FEMA-351 evaluation of E-defense collapse test publication-title: Earthq. Spectra doi: 10.1193/1.3224159 – start-page: 539 year: 2010 ident: 10.1016/j.finel.2015.01.006_bib11 – year: 1987 ident: 10.1016/j.finel.2015.01.006_bib14 – volume: 24 start-page: 95 issue: 1 year: 2009 ident: 10.1016/j.finel.2015.01.006_bib16 article-title: Nonlinear finite-element analysis software architecture using object composition publication-title: J. Comput. Civil Eng. doi: 10.1061/(ASCE)CP.1943-5487.0000002 – volume: 123 start-page: 1321 issue: 10 year: 1997 ident: 10.1016/j.finel.2015.01.006_bib22 article-title: Cracking and punching shear failure analysis of RC flat plates publication-title: J. Struct. Eng. doi: 10.1061/(ASCE)0733-9445(1997)123:10(1321) – volume: 16 start-page: 615 issue: 5 year: 2007 ident: 10.1016/j.finel.2015.01.006_bib17 article-title: Modelling issues for tall reinforced concrete core wall buildings publication-title: Struct. Des. Tall Spec. Build. doi: 10.1002/tal.440 – volume: 131 start-page: 75 issue: 1 year: 2005 ident: 10.1016/j.finel.2015.01.006_bib31 article-title: Modeling of coupled shear walls and its experimental verification publication-title: J. Struct. Eng. doi: 10.1061/(ASCE)0733-9445(2005)131:1(75) – volume: 38 start-page: 587 year: 2009 ident: 10.1016/j.finel.2015.01.006_bib46 article-title: Simulation of the shaking table test of a seven-story shear wall building publication-title: Earthq. Eng. Struct. Dyn. doi: 10.1002/eqe.897 – volume: 34 start-page: 1 issue: 1 year: 1989 ident: 10.1016/j.finel.2015.01.006_bib26 article-title: Crack models for concrete: discrete or smeared? Fixed, multi-directional or rotating? publication-title: HERON – volume: 110 start-page: 518 issue: 4 year: 1998 ident: 10.1016/j.finel.2015.01.006_bib27 article-title: Size effect in blunt fracture: concrete, rock, metal publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)0733-9399(1984)110:4(518) – volume: 44 start-page: 214 year: 2008 ident: 10.1016/j.finel.2015.01.006_bib38 article-title: Analysis of moving loads using force-based finite elements publication-title: Finite Elem. Anal. Des. doi: 10.1016/j.finel.2007.11.013 – volume: 25 start-page: 729 issue: 5 year: 1986 ident: 10.1016/j.finel.2015.01.006_bib24 article-title: A description of micro- and macro-scale damage of concrete structures publication-title: Eng. Fract. Mech. doi: 10.1016/0013-7944(86)90036-6 – start-page: 541 year: 2011 ident: 10.1016/j.finel.2015.01.006_bib8 article-title: Ihtiyar, Non-linear time history analysis for the performance based design of Shanghai Tower publication-title: Struct. Congr. – volume: 25 start-page: 711 issue: 7 year: 1996 ident: 10.1016/j.finel.2015.01.006_bib35 article-title: Fiber beam-column model for non-linear analysis of R/C frames: Part I. Formulation publication-title: Earthq. Eng. Struct. Dyn. doi: 10.1002/(SICI)1096-9845(199607)25:7<711::AID-EQE576>3.0.CO;2-9 – volume: vol. 3 year: 1995 ident: 10.1016/j.finel.2015.01.006_bib44 – year: 2014 ident: 10.1016/j.finel.2015.01.006_bib4 article-title: Progressive collapse resistance of two typical high-rise RC frame shear wall structures publication-title: J. Perform. Construct. Facil.-ASCE doi: 10.1061/(ASCE)CF.1943-5509.0000593 – year: 2010 ident: 10.1016/j.finel.2015.01.006_bib29 article-title: Shear wall database, network for earthquake engineering simulation (database) publication-title: Dataset – volume: 42 start-page: 705 issue: 5 year: 2013 ident: 10.1016/j.finel.2015.01.006_bib1 article-title: Collapse simulation of reinforced concrete high–rise building induced by extreme earthquakes publication-title: Earthq. Eng. Struct. Dyn. doi: 10.1002/eqe.2240 – volume: 47 start-page: 98 year: 2011 ident: 10.1016/j.finel.2015.01.006_bib39 article-title: Finite element models for nonlinear analysis of steel-concrete composite beams with partial interaction in combined bending and shear publication-title: Finite Elem. Anal. Des. doi: 10.1016/j.finel.2010.09.006 – volume: 80 start-page: 959 year: 2011 ident: 10.1016/j.finel.2015.01.006_bib47 article-title: Numerical and experimental evaluation of seismic capacity of high-rise steel buildings subjected to long duration earthquakes publication-title: Comput. Struct. doi: 10.1016/j.compstruc.2011.01.017 – volume: 20 start-page: 1035 issue: 8 year: 2011 ident: 10.1016/j.finel.2015.01.006_bib7 article-title: Rehabilitation of a high–rise coupled shear wall system in a 56–storey residential reinforced concrete building (Tehran Tower), based on nonlinear dynamic time–history analyses publication-title: Struct. Des. Tall Spec. Build. doi: 10.1002/tal.580 – volume: 14 start-page: 815 issue: 5 year: 2011 ident: 10.1016/j.finel.2015.01.006_bib6 article-title: Evaluation of modal and traditional pushover analyses in frame–shear–wall structures publication-title: Adv. Struct. Eng. doi: 10.1260/1369-4332.14.5.815 – volume: 125 start-page: 17 issue: 1 year: 1995 ident: 10.1016/j.finel.2015.01.006_bib19 article-title: A formulation of the MITC4 shell element for finite strain elasto-plastic analysis publication-title: Comput. Methods Appl. Mech. Eng. doi: 10.1016/0045-7825(95)00767-U – volume: 1 start-page: 71 year: 1997 ident: 10.1016/j.finel.2015.01.006_bib21 article-title: Flexural and shear failure analysis of reinforced concrete slabs and flat plate publication-title: Adv. Struct. Eng. doi: 10.1177/136943329700100108 – year: 1983 ident: 10.1016/j.finel.2015.01.006_bib34 – volume: 32 start-page: 759 issue: 10 year: 2001 ident: 10.1016/j.finel.2015.01.006_bib13 article-title: Design of object oriented finite element code publication-title: Adv. Eng. Softw. doi: 10.1016/S0965-9978(01)00027-8 – volume: 82 start-page: 59 year: 2013 ident: 10.1016/j.finel.2015.01.006_bib2 article-title: Earthquake-induced collapse simulation of a super-tall mega-braced frame–core tube building publication-title: J. Construct. Steel Res. doi: 10.1016/j.jcsr.2012.12.004 – volume: 23 start-page: 1426 year: 2014 ident: 10.1016/j.finel.2015.01.006_bib5 article-title: Shaking table model test and FE analysis of a reinforced concrete mega-frame structure with tuned mass dampers publication-title: Struct. Des. Tall Spec. Build. doi: 10.1002/tal.1150 – ident: 10.1016/j.finel.2015.01.006_bib43 – volume: 22 start-page: 755 issue: 3 year: 2006 ident: 10.1016/j.finel.2015.01.006_bib45 article-title: Shaking table tests of a four-story miniature steel building-model validation publication-title: Earthq. Spectra doi: 10.1193/1.2220575 – volume: 38 start-page: 587 issue: 5 year: 2009 ident: 10.1016/j.finel.2015.01.006_bib36 article-title: Simulation of the shaking table test of a seven-story shear wall building publication-title: Earthq. Eng. Struct. Dyn. doi: 10.1002/eqe.897 – volume: 23 start-page: 334 issue: 5 year: 2014 ident: 10.1016/j.finel.2015.01.006_bib9 article-title: Study on seismic performance of a super-tall steel–concrete hybrid structure publication-title: Struct. Des. Tall Spec. Build. doi: 10.1002/tal.1040 – volume: 33 start-page: 2931 issue: 10 year: 2011 ident: 10.1016/j.finel.2015.01.006_bib18 article-title: An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures publication-title: Eng. Struct. doi: 10.1016/j.engstruct.2011.06.017 – volume: 10 start-page: 395 issue: 3 year: 1980 ident: 10.1016/j.finel.2015.01.006_bib23 article-title: Continuous damage model for load-response estimation of concrete publication-title: Cement Concr. Res. doi: 10.1016/0008-8846(80)90115-5 – volume: 30 start-page: 1 issue: 1 year: 1985 ident: 10.1016/j.finel.2015.01.006_bib25 article-title: Smeared crack approach and fracture localization in concrete publication-title: HERON – volume: 10 start-page: 55 issue: 1 year: 2007 ident: 10.1016/j.finel.2015.01.006_bib20 article-title: Layered finite element analysis of one-way and two-way concrete walls with opening publication-title: Adv. Struct. Eng. doi: 10.1260/136943307780150850 – year: 2015 ident: 10.1016/j.finel.2015.01.006_bib41 article-title: A comparative case study on seismic design of tall RC frame–core tube structures in China and USA publication-title: Struct. Des. Tall Spec. Build. doi: 10.1002/tal.1206 – volume: 110 start-page: 60 year: 2012 ident: 10.1016/j.finel.2015.01.006_bib28 article-title: Numerical aspects of the crack band approach publication-title: Comput. Struct. doi: 10.1016/j.compstruc.2012.06.006 – year: 2002 ident: 10.1016/j.finel.2015.01.006_bib30 – year: 2011 ident: 10.1016/j.finel.2015.01.006_bib40 article-title: Case studies of the seismic performance of tall buildings designed by alternative means: task 12 report for the tall buildings initiative: final report to California seismic safety commission and California emergency management agency publication-title: Pacific Earthquake Engineering Research Center – year: 2006 ident: 10.1016/j.finel.2015.01.006_bib15 article-title: OpenSees command language manual – volume: 22 start-page: 593 issue: 7 year: 2013 ident: 10.1016/j.finel.2015.01.006_bib10 article-title: Nonlinear time history analysis of a super–tall building with setbacks in elevation publication-title: Struct. Des. Tall Spec. Build. doi: 10.1002/tal.717 – volume: 33 start-page: 164 issue: 2 year: 2003 ident: 10.1016/j.finel.2015.01.006_bib32 article-title: Study on elasto-plastic performances of shear walls with short piers publication-title: J. Southeast Univ. (Nat. Sci. Ed.) – volume: 54 start-page: 2549 issue: 10 year: 2011 ident: 10.1016/j.finel.2015.01.006_bib3 article-title: Collapse simulation of a super high-rise building subjected to extremely strong earthquakes publication-title: Sci. China Technol. Sci. doi: 10.1007/s11431-011-4548-0
SSID	ssj0005264
Score	2.5644808
Snippet	Numerical simulation has increasingly become an effective method and powerful tool for performance-based earthquake engineering research. Amongst the existing...
SourceID	proquest crossref elsevier
SourceType	Aggregation Database Enrichment Source Index Database Publisher
StartPage	14
SubjectTerms	Computer simulation Finite element method Frame–core tube Mathematical analysis Mathematical models Multi-layer element Nonlinear analysis Nonlinearity Numerical analysis OpenSees Shanghai Tower Shear walls Super-tall building Tubes
Title	A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees
URI	https://dx.doi.org/10.1016/j.finel.2015.01.006 https://www.proquest.com/docview/1701067397
Volume	98
WOSCitedRecordID	wos000350218300002&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
hasFullText	1
inHoldings	1
isFullTextHit
isPrint
journalDatabaseRights	– providerCode: PRVESC databaseName: Elsevier SD Freedom Collection Journals 2021 customDbUrl: eissn: 1872-6925 dateEnd: 99991231 omitProxy: false ssIdentifier: ssj0005264 issn: 0168-874X databaseCode: AIEXJ dateStart: 19950101 isFulltext: true titleUrlDefault: https://www.sciencedirect.com providerName: Elsevier
link	http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV1Lb9QwELZWWw5w4FFAlJeMxG0JSrJ5-bhCRQuqKiSKFLhYTmKLVEt2tdm0VX8Av5sZP5KlhRU9cImsPCwn82Vsjz9_Q8jrSImiiBPl-dNMeFE5VV6misBTMghFEksoaxHXo_T4OMtz9mk0-un2wpwt0qbJLi7Y6r-aGs6BsXHr7A3M3VcKJ6AMRocjmB2O_2T42aTFLNWTc1x0loYdrsmEjVHFgEutrNsfWqh1UCRpu5Vcext8qLCpsttJpyMJSDr5LC3Z0KX0rHGw6urXpNq-NozFV78xQ446NGVeN5ffpe0q4WxuszzX2K6eCNSZkOx8Odw472xU-2u3qLfjFEE88Klc6DLJwPcaPqbzvSYDtXWeZjep7YbNduhrDt7EGk7fKvheuHIUGNVV_w9y2le6uZ586Hhtp1xXwrES7gdcK7fvhWnMsjHZm304zD9ukYUSqxJv3sHpV2mm4LW2_G2Mc6W310OYk_vkrp170JnBzAMyks0-uWfnIdR6-Xaf3NkSqXxIvs2oBhRFQFFrcAqAoj2gqAUUdRCgS0UHQNEeUFQDijpAPSJf3h-evJt7NiOHV0ZRuvHKULE0FsxXWRSUrEqhGLIyFH4l4aevikqEZeHDIczgoiiC6RSm4EpkFYtxF_hjMoa2ySeEpuAiKlkht0BECjWKfJVEMsIphoqVPCCh-4a8tHL1mDVlwXfY74C86R9aGbWW3bcnzjjcDjjNQJID3HY_-MqZkoM7xjU20chl13JMb4C5n1j69GZteUZuD3_NczLerDv5gtwqzzZ1u35p8fgLaCyyzw
linkProvider	Elsevier
openUrl	ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=A+shear+wall+element+for+nonlinear+seismic+analysis+of+super-tall+buildings+using+OpenSees&rft.jtitle=Finite+elements+in+analysis+and+design&rft.au=Lu%2C+Xinzheng&rft.au=Xie%2C+Linlin&rft.au=Guan%2C+Hong&rft.au=Huang%2C+Yuli&rft.date=2015-06-01&rft.issn=0168-874X&rft.volume=98&rft.spage=14&rft.epage=25&rft_id=info:doi/10.1016%2Fj.finel.2015.01.006&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_finel_2015_01_006
thumbnail_l	http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0168-874X&client=summon
thumbnail_m	http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0168-874X&client=summon
thumbnail_s	http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0168-874X&client=summon