Výsledky vyhledávání - 한국강구조학회

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  1. 1

    Artificial-Neural-Network-Based Mechanical Simulation Prediction Method for Wheel-Spoke Cable Truss Construction Autor Zhansheng Liu, Antong Jiang, Wenyuan Shao, Anshan Zhang, Xiuli Du

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.06.2021
    “…Cable force monitoring is an important step in cable truss structural health monitoring. Considering cost eff ectiveness, the accuracy and quality of safety…”
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    Journal Article
  2. 2

    Damaged Tubular T-joints Retrofi tted with Carbon Fiber Reinforced Polymer Subjected to Monotonic and Cyclic Loadings Autor Peng Deng, Jianxun Guo, Yan Liu, Boyi Yang

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2021
    “…Owing to seismic, wave, or wind actions, tubular joints used in onshore and off shore civil infrastructures may require retrofi tting to withstand both static…”
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    Journal Article
  3. 3

    Post-Fire Exposure Behavior of Circular Concrete-fi lled Steel Tube Column under Axial Loading Autor Aditya Kumar Tiwary, Ashok Kumar Gupta

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2021
    “…Concrete-fi lled steel tube (CFST) columns are a composite member which mainly consists of steel tube infi lled with concrete that are increasingly being used…”
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    Journal Article
  4. 4

    Stability of Large-Size and High-Strength Steel Angle Sections Aff ected by Support Constraint Autor Yun Sun, Yao-Jie Guo, Haoyuan Chen, Ke Cao

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2021
    “…The infl uence of support stiff ness on the eff ective calculated length which plays an essential role in the axial compression stability of steel memeber is…”
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    Journal Article
  5. 5

    Optimizing the Design of Tall Buildings Using the Principle of Virtual Work: The Eff ect of Semi Rigid Connections Autor Alex Elvin, Johnnie Strydom

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2021
    “…The Virtual Work Optimization Method (VWOM) is used to optimize tall buildings with semi rigid connections. The VWOM is an automated method that minimizes the…”
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  6. 6

    Diff erences in the Acoustic Emission Characteristics of 345 MPa Normal-Strength Steel and 460 MPa High-Strength Steel Autor Yiting Yang, Yan Wang, Kehao Li

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2021
    “…This study characterized 345 MPa normal-strength steel (NSS) and 460 MPa high-strength steel (HSS) with the acoustic emission (AE) technique. Pencil lead break…”
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    Journal Article
  7. 7

    Research on the Law of Stress Development Along Backfi lling Process Between Crest and Valley of Buried Corrugated Steel Pipe Culverts Autor Baodong Liu, Haibo Sun, Weibo Xu, Yafei Shi, Beichen Zhang, Mengmeng Yao

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2021
    “…Although buried corrugated steel pipe culverts have been studied intensively in the past decades, the stress development law between crest and valley during…”
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  8. 8

    Finite Element Modeling of Steel-concrete Composite Beams with Diff erent Shear Connection Degrees Autor Xing Zheng, Wenxian Li, Qiao Huang, Bing Wang

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2021
    “…In order to study the behavior of Steel-concrete composite beams with diff erent shear connection degrees, using fi nite element software ABAQUS, four models…”
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  9. 9

    Experimental and Numerical Study on the Eff ect of Heel Plate Length and Thickness on the Structural Integrity of Cold-formed Steel Roof Trusses Autor Je Chenn Gan, Jee Hock Lim(Universiti Tunku Abdul Rahman, Siong Kang Lim, Horng Sheng Lin

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2021
    “…Cold-Formed Steel (CFS) is widely used as secondary framing material. Nowadays, the research of CFS as a primary steel roof truss system became more favoured…”
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    Journal Article
  10. 10

    Thermo-Mechanical Analysis of CO 2 Laser Butt Welding on AISI 304 Steel Thin Plates Autor Rakesh Bhadra, Pardeep Pankaj, Pankaj Biswas, U. S. Dixit

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 07.02.2019
    “…In this present study both numerical and experimental investigations of CO 2 laser butt welding on thin AISI 304 Steel sheet were carried out. A 3D numerical…”
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    Journal Article
  11. 11

    Experimental Study on Load-Bearing Capacities of Frame-Type Scaff olds Used in Precast Construction Autor Jui-LinPeng, Pao-Li Wang, Siu-Lai Chan, Po-Kai Wu

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.04.2020
    “…In precast construction, because the precast beams are broader and the frame-type steel scaffolds need to bear more weight, such as that of the precast slabs…”
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    Journal Article
  12. 12

    Hysteretic Analysis and a Simplifi ed Model of Buckling Restrained Steel Plate Shear Walls Autor Lanhui Guo, Jian Hou, Zhiguo Li, Sumei Zhang

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2020
    “…As a kind of new lateral resistance member, buckling restrained steel plate shear walls (BRSPSWs) possess good ductility and energy dissipation ability, which…”
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  13. 13

    Artifi cial Neural Networks (ANN) Based Compressive Strength Prediction of AFRP Strengthened Steel Tube Autor Abderrahim Djerrad, Feng Fan, Xudong Zhi, Qi-jian Wu

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2020
    “…The use of FRP composites as external confi nement has recently become a very important system to consider when reinforcing concrete and steel structures. Many…”
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    Journal Article
  14. 14

    Infl uence of Multiple Earthquakes on Single-Layer Reticulated Dome and Its Shaking-Table Test Autor Ying-Nan Zhang, Xudong Zhi, Feng Fan

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.02.2020
    “…In this paper, a primary dataset of mainshock–aftershock sequences is constructed from the Pacifi c Earthquake Engineering Research Center. This is followed by…”
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  15. 15

    Experimental and Numerical Investigation of the Eff ect of a New Type of Channel Stiff ener on the Seismic Behavior of Steel Shear Wall Incorporated Moment Resisting Frames Autor M. Tahamouli Roudsari, M. Torkaman, L. Shirkhani, M. R. Nasimi, M. Mirzaei

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.12.2019
    “…In recent years, Steel Plate Shear Walls, a seismically resistant system with the ability to increase the energy dissipation capacity, have been widely…”
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    Journal Article
  16. 16

    Thickness Eff ect in Fatigue of Welded Butt Joints: A Review of Experimental Works Autor M. M. Pedersen

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.12.2019
    “…A review is conducted on the fatigue strength of thick butt joints in steel. The causes of the thickness eff ect are discussed with emphasis on the…”
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  17. 17

    Eff ects of Modeling Parameters on Dynamic Performance of Railway PSC Bridge Girders Autor 송은진, 심형보

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.12.2019
    “…This study investigated the eff ects of fi nite element modeling parameters on the dynamic characteristics and responses of railway prestressed concrete bridge…”
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  18. 18

    Live Load Model for Long Span Steel Cable Bridges Considering Traffi c Congestion Scenarios Autor 황의승, 김도영

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.12.2019
    “…Current design live load model for bridges are mainly for short to medium span bridges. For these bridges, one very heavy truck or a few heavy trucks may give…”
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  19. 19

    Eff ect of Structural Change on Temperature Behavior of a Long-Span Suspension Bridge Pylon Autor 이정휘, Kenneth J. Loh, 최현성, 안호현

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.12.2019
    “…The eff ect of structural changes on the temperature behavior of a long-span bridge pylon was examined using fi eld-measured data and fi nite element (FE)…”
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  20. 20

    Experimental and Numerical Investigation of Steel Beam-to-CFST Column Frame-Thin Steel Plate Shear Walls with Cross Stiff ness Autor Xian-tie Wang, Chuan-Dong Xie

    ISSN: 1598-2351, 2093-6311
    Vydáno: 한국강구조학회 01.12.2019
    “…Steel plate shear wall (SPSW) systems have been used increasingly in medium- and high-rise buildings in recent decades. Two major issues in the slender-web…”
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    Journal Article