Impact of including a slab effect into a 2D RC frame on the seismic fragility assessment: A comparative study
Seismic engineering typically uses 2D modelling techniques in seismic analysis due to their computational efficiency and simplicity. Compared with 3D models with high accuracy, 2D models might underestimate or overstate seismic responses. Therefore, this research compared the structural capacities a...
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| Vydáno v: | Open Engineering (Warsaw) Ročník 15; číslo 1; s. 385 - 400 |
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02.04.2025
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| Abstract | Seismic engineering typically uses 2D modelling techniques in seismic analysis due to their computational efficiency and simplicity. Compared with 3D models with high accuracy, 2D models might underestimate or overstate seismic responses. Therefore, this research compared the structural capacities and dynamic performance of 3D models and a set of equivalent 2D models. The objective was to examine the extent to which 2D models accurately represent 3D models. The study investigated two 3D RC frames with shear walls (5 and 10 stories) and two sets of equivalent 2D models. Initially, traditional 2D frames selected and extracted from 3D models were assessed and compared with the 3D models. Thereafter, 2D frames were designed with their equivalent slab strip and analysed and compared with the 3D models. All models were studied using (1) modal analysis, (2) pushover analysis, and (3) incremental dynamic analysis with eight far-field records. Furthermore, analytical fragility curves were derived for all models. Results showed that the 2D frame with a slab properly represented the 3D models in terms of plastic hinge formations, which led to a similar failure mechanism. Moreover, it exhibited greater compatibility with the 3D model regarding the shape and values of capacity and fragility curves. |
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| AbstractList | Seismic engineering typically uses 2D modelling techniques in seismic analysis due to their computational efficiency and simplicity. Compared with 3D models with high accuracy, 2D models might underestimate or overstate seismic responses. Therefore, this research compared the structural capacities and dynamic performance of 3D models and a set of equivalent 2D models. The objective was to examine the extent to which 2D models accurately represent 3D models. The study investigated two 3D RC frames with shear walls (5 and 10 stories) and two sets of equivalent 2D models. Initially, traditional 2D frames selected and extracted from 3D models were assessed and compared with the 3D models. Thereafter, 2D frames were designed with their equivalent slab strip and analysed and compared with the 3D models. All models were studied using (1) modal analysis, (2) pushover analysis, and (3) incremental dynamic analysis with eight far-field records. Furthermore, analytical fragility curves were derived for all models. Results showed that the 2D frame with a slab properly represented the 3D models in terms of plastic hinge formations, which led to a similar failure mechanism. Moreover, it exhibited greater compatibility with the 3D model regarding the shape and values of capacity and fragility curves. |
| Author | Arada, Ahmad Housam Choong, Kok Keong Majid, Taksiah A. |
| Author_xml | – sequence: 1 givenname: Ahmad Housam surname: Arada fullname: Arada, Ahmad Housam organization: School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal, Penang, 14300, Malaysia – sequence: 2 givenname: Taksiah A. surname: Majid fullname: Majid, Taksiah A. email: taksiah@usm.my organization: School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal, Penang, 14300, Malaysia – sequence: 3 givenname: Kok Keong surname: Choong fullname: Choong, Kok Keong organization: School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal, Penang, 14300, Malaysia |
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| Cites_doi | 10.1007/s12572-017-0200-y 10.1016/j.istruc.2022.04.023 10.1016/j.jobe.2021.103838 10.1016/j.engstruct.2016.01.005 10.1007/s11069-014-1093-8 10.24107/ijeas.336034 10.1007/s13369-024-09822-9 10.1080/13632469.2021.1911888 10.1007/s10518-022-01605-7 10.1016/j.asej.2020.04.001 10.1016/j.engstruct.2020.110528 10.1002/eqe.141 10.1080/13632469.2021.1961927 10.2174/18741495-v16-e2208190 10.1007/s10518-018-0377-x 10.1142/S1363246904001511 10.1007/s10518-022-01516-7 10.1193/021113EQS025M 10.2174/1874149501913010140 10.1080/13632460409350498 10.1002/tal.642 |
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| References | Jalilkhani, M; Ghasemi, SH; Danesh, M (j_eng-2025-0113_ref_007) 2020; 213 Özer, E; Kamal, M; İnel, M (j_eng-2025-0113_ref_013) 2017; 9 Rajkumari, S; Thakkar, K; Goyal, H (j_eng-2025-0113_ref_004) 2022; 40 Vamvatsikos, D; Cornell, CAllin (j_eng-2025-0113_ref_019) 2002; 31 Mahmood, Y; Vafaei, M; Alih, SC; Masoomi, MM (j_eng-2025-0113_ref_014) 2022; 16 Kassem, MM; Mohamed Nazri, F; Noroozinejad Farsangi, E (j_eng-2025-0113_ref_005) 2020; 11 Kassem, MM; Mohamed Nazri, F; Farsangi, EN; Ozturk, B (j_eng-2025-0113_ref_024) 2022; 47 Manfredi, V; Masi, A; Nicodemo, G; Digrisolo, A (j_eng-2025-0113_ref_018) 2023; 21 Tan, CG; Majid, TA; Ariffin, KS; Bunnori, NM (j_eng-2025-0113_ref_022) 2014; 73 Arada, AH; Majid, TA; Choong, KK (j_eng-2025-0113_ref_002) 2024 Ghosh, S; Ghosh, S; Chakraborty, S (j_eng-2025-0113_ref_010) 2021; 13 Shi, Y; Li, J; Qin, H; Zhong, Z; Wang, J; Zhang, F (j_eng-2025-0113_ref_017) 2022; 26 Chua, BS (j_eng-2025-0113_ref_016) 2021; 2 Antoniou, S; Pinho, R (j_eng-2025-0113_ref_008) 2004; 8 Kassem, MM; Nazri, FM; Farsangi, EN; Ozturk, B (j_eng-2025-0113_ref_021) 2022; 26 Aisyah, S; Vafaei, M; Alih, SC; Aljwim, K (j_eng-2025-0113_ref_012) 2019; 13 Sharma, A (j_eng-2025-0113_ref_006) 2022; 1 Mwafy, A (j_eng-2025-0113_ref_011) 2012; 21 Arada, AH; Ozturk, B; Kassem, MM; Nazri, FM; Tan, CG (j_eng-2025-0113_ref_001) 2022; 82 Ahmad, N; Shahzad, A; Ali, Q; Rizwan, M; Khan, AN (j_eng-2025-0113_ref_003) 2018; 16 Xu, H; Gardoni, P (j_eng-2025-0113_ref_015) 2016; 112 Ruggieri, S; Calò, M; Cardellicchio, A; Uva, G (j_eng-2025-0113_ref_023) 2022; 20 Baker, JW (j_eng-2025-0113_ref_009) 2015; 31 2025040212572956715_j_eng-2025-0113_ref_010 2025040212572956715_j_eng-2025-0113_ref_021 2025040212572956715_j_eng-2025-0113_ref_020 2025040212572956715_j_eng-2025-0113_ref_001 2025040212572956715_j_eng-2025-0113_ref_012 2025040212572956715_j_eng-2025-0113_ref_023 2025040212572956715_j_eng-2025-0113_ref_011 2025040212572956715_j_eng-2025-0113_ref_022 2025040212572956715_j_eng-2025-0113_ref_003 2025040212572956715_j_eng-2025-0113_ref_014 2025040212572956715_j_eng-2025-0113_ref_002 2025040212572956715_j_eng-2025-0113_ref_013 2025040212572956715_j_eng-2025-0113_ref_024 2025040212572956715_j_eng-2025-0113_ref_005 2025040212572956715_j_eng-2025-0113_ref_016 2025040212572956715_j_eng-2025-0113_ref_004 2025040212572956715_j_eng-2025-0113_ref_015 2025040212572956715_j_eng-2025-0113_ref_007 2025040212572956715_j_eng-2025-0113_ref_018 2025040212572956715_j_eng-2025-0113_ref_006 2025040212572956715_j_eng-2025-0113_ref_017 2025040212572956715_j_eng-2025-0113_ref_009 2025040212572956715_j_eng-2025-0113_ref_008 2025040212572956715_j_eng-2025-0113_ref_019 |
| References_xml | – volume: 13 start-page: 122 issue: 1 year: 2021 end-page: 35 ident: j_eng-2025-0113_ref_010 article-title: Seismic fragility analysis in the probabilistic performance-based earthquake engineering framework: An overview publication-title: Int J Adv Eng Sci Appl Math doi: 10.1007/s12572-017-0200-y – volume: 40 start-page: 303 issue: April year: 2022 end-page: 16 ident: j_eng-2025-0113_ref_004 article-title: Fragility analysis of structures subjected to seismic excitation: A state-of-the-art review publication-title: Structures doi: 10.1016/j.istruc.2022.04.023 – volume: 47 start-page: 103838 issue: Dec 2021 year: 2022 ident: j_eng-2025-0113_ref_024 article-title: Development of a uniform seismic vulnerability index framework for reinforced concrete building typology publication-title: J Build Eng doi: 10.1016/j.jobe.2021.103838 – volume: 112 start-page: 200 year: 2016 end-page: 14 ident: j_eng-2025-0113_ref_015 article-title: Probabilistic capacity and seismic demand models and fragility estimates for reinforced concrete buildings based on three-dimensional analyses publication-title: Eng Struct doi: 10.1016/j.engstruct.2016.01.005 – volume: 73 start-page: 657 issue: 2 year: 2014 end-page: 70 ident: j_eng-2025-0113_ref_022 article-title: Seismic microzonation for Penang using geospatial contour mapping publication-title: Nat Hazards doi: 10.1007/s11069-014-1093-8 – volume: 1 start-page: 9 issue: 2 year: 2022 ident: j_eng-2025-0113_ref_006 article-title: Pushover analysis-An overview publication-title: J Eng, Sci Math. – volume: 2 start-page: 2 year: 2021 end-page: 5 ident: j_eng-2025-0113_ref_016 article-title: Progress development on: Earthquake design considerations of building structures in Penang Island publication-title: Ingenieur Penang. – volume: 9 start-page: 17 issue: 4 year: 2017 end-page: 27 ident: j_eng-2025-0113_ref_013 article-title: Comparison of linear and nonlinear seismic behavior of 2D and 3D RC buildings publication-title: Int J Eng Appl Sci doi: 10.24107/ijeas.336034 – year: 2024 ident: j_eng-2025-0113_ref_002 article-title: A step toward developing risk-targeted seismic design maps for Malaysia. Part 1: A representative exposure model publication-title: Arab J Sci Eng doi: 10.1007/s13369-024-09822-9 – volume: 26 start-page: 6172 issue: 12 year: 2022 end-page: 207 ident: j_eng-2025-0113_ref_021 article-title: Improved vulnerability index methodology to quantify seismic risk and loss assessment in reinforced concrete buildings publication-title: J Earthq Eng doi: 10.1080/13632469.2021.1911888 – volume: 21 start-page: 2173 issue: 4 year: 2023 end-page: 2214 ident: j_eng-2025-0113_ref_018 article-title: Seismic fragility curves for the Italian RC residential buildings based on non-linear dynamic analyses publication-title: Bull Earthq Eng doi: 10.1007/s10518-022-01605-7 – volume: 11 start-page: 849 issue: 4 year: 2020 end-page: 64 ident: j_eng-2025-0113_ref_005 article-title: The seismic vulnerability assessment methodologies: A state-of-the-art review publication-title: Ain Shams Eng J doi: 10.1016/j.asej.2020.04.001 – volume: 213 start-page: 110528 issue: Dec 2019 year: 2020 ident: j_eng-2025-0113_ref_007 article-title: A multi-mode adaptive pushover analysis procedure for estimating the seismic demands of RC moment-resisting frames publication-title: Eng Struct doi: 10.1016/j.engstruct.2020.110528 – volume: 31 start-page: 491 issue: 3 year: 2002 end-page: 514 ident: j_eng-2025-0113_ref_019 article-title: Incremental dynamic analysis publication-title: Earthq Eng Struct Dyn doi: 10.1002/eqe.141 – volume: 26 start-page: 7011 issue: 13 year: 2022 end-page: 31 ident: j_eng-2025-0113_ref_017 article-title: Correlation analysis of ground motion duration indexes and nonlinear seismic responses of a long-span continuous rigid-frame bridge with high-rise piers publication-title: J Earthq Eng doi: 10.1080/13632469.2021.1961927 – volume: 16 start-page: 1 issue: 1 year: 2022 end-page: 13 ident: j_eng-2025-0113_ref_014 article-title: Effect of inadequate lap splice length on the collapse probability of concrete wall buildings in Malaysia publication-title: Open Civ Eng J doi: 10.2174/18741495-v16-e2208190 – volume: 16 start-page: 4675 issue: 10 year: 2018 end-page: 703 ident: j_eng-2025-0113_ref_003 article-title: Seismic fragility functions for code compliant and non-compliant RC SMRF structures in Pakistan publication-title: Bull Earthq Eng doi: 10.1007/s10518-018-0377-x – volume: 8 start-page: 497 issue: 4 year: 2004 end-page: 522 ident: j_eng-2025-0113_ref_008 article-title: Advantages and limitations of adaptive and non-adaptive force-based pushover procedures publication-title: J Earthq Eng doi: 10.1142/S1363246904001511 – volume: 21 start-page: 824 issue: 11 year: 2012 end-page: 43 ident: j_eng-2025-0113_ref_011 article-title: Analytically derived fragility relationships for the modern high‐rise buildings in the UAE publication-title: Struct Des Tall Spec Build – volume: 82 start-page: 385 issue: 3 year: 2022 end-page: 400 ident: j_eng-2025-0113_ref_001 article-title: Optimization of Sky-Bridge location at coupled high-rise buildings considering seismic vulnerability functions publication-title: Struct Eng Mech An Int’l J – volume: 20 start-page: 8179 year: 2022 end-page: 216 ident: j_eng-2025-0113_ref_023 article-title: Analytical-mechanical based framework for seismic overall fragility analysis of existing RC buildings in town compartments publication-title: Bull Earthq Eng doi: 10.1007/s10518-022-01516-7 – volume: 31 start-page: 579 issue: 1 year: 2015 end-page: 99 ident: j_eng-2025-0113_ref_009 article-title: Efficient analytical fragility function fitting using dynamic structural analysis publication-title: Earthq Spectra doi: 10.1193/021113EQS025M – volume: 13 start-page: 140 issue: 1 year: 2019 end-page: 6 ident: j_eng-2025-0113_ref_012 article-title: Seismic fragility of tall concrete wall structures in malaysia under far-field earthquakes publication-title: Open Civ Eng J doi: 10.2174/1874149501913010140 – ident: 2025040212572956715_j_eng-2025-0113_ref_010 doi: 10.1007/s12572-017-0200-y – ident: 2025040212572956715_j_eng-2025-0113_ref_006 – ident: 2025040212572956715_j_eng-2025-0113_ref_003 doi: 10.1007/s10518-018-0377-x – ident: 2025040212572956715_j_eng-2025-0113_ref_024 doi: 10.1016/j.jobe.2021.103838 – ident: 2025040212572956715_j_eng-2025-0113_ref_005 doi: 10.1016/j.asej.2020.04.001 – ident: 2025040212572956715_j_eng-2025-0113_ref_021 doi: 10.1080/13632469.2021.1911888 – ident: 2025040212572956715_j_eng-2025-0113_ref_019 doi: 10.1002/eqe.141 – ident: 2025040212572956715_j_eng-2025-0113_ref_014 doi: 10.2174/18741495-v16-e2208190 – ident: 2025040212572956715_j_eng-2025-0113_ref_022 doi: 10.1007/s11069-014-1093-8 – ident: 2025040212572956715_j_eng-2025-0113_ref_020 – ident: 2025040212572956715_j_eng-2025-0113_ref_001 – ident: 2025040212572956715_j_eng-2025-0113_ref_017 doi: 10.1080/13632469.2021.1961927 – ident: 2025040212572956715_j_eng-2025-0113_ref_008 doi: 10.1080/13632460409350498 – ident: 2025040212572956715_j_eng-2025-0113_ref_016 – ident: 2025040212572956715_j_eng-2025-0113_ref_018 doi: 10.1007/s10518-022-01605-7 – ident: 2025040212572956715_j_eng-2025-0113_ref_012 doi: 10.2174/1874149501913010140 – ident: 2025040212572956715_j_eng-2025-0113_ref_013 doi: 10.24107/ijeas.336034 – ident: 2025040212572956715_j_eng-2025-0113_ref_004 doi: 10.1016/j.istruc.2022.04.023 – ident: 2025040212572956715_j_eng-2025-0113_ref_023 doi: 10.1007/s10518-022-01516-7 – ident: 2025040212572956715_j_eng-2025-0113_ref_007 doi: 10.1016/j.engstruct.2020.110528 – ident: 2025040212572956715_j_eng-2025-0113_ref_002 doi: 10.1007/s13369-024-09822-9 – ident: 2025040212572956715_j_eng-2025-0113_ref_011 doi: 10.1002/tal.642 – ident: 2025040212572956715_j_eng-2025-0113_ref_015 doi: 10.1016/j.engstruct.2016.01.005 – ident: 2025040212572956715_j_eng-2025-0113_ref_009 doi: 10.1193/021113EQS025M |
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| Title | Impact of including a slab effect into a 2D RC frame on the seismic fragility assessment: A comparative study |
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