Study on seismic behaviors of steel frames based on high strength steel

Insights and Innovations in Structural Engineering, Mechanics and Computation ◽

10.1201/9781315641645-51 ◽

2016 ◽

pp. 309-313

Author(s):

Guochang Li ◽

Guozhong Zhang ◽

Zhijian Yang

Keyword(s):

High Strength Steel ◽

Steel Frames ◽

High Strength ◽

Seismic Behaviors

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Experimental study on seismic behavior of high strength steel frames: Local response

Engineering Structures ◽

10.1016/j.engstruct.2020.111620 ◽

2021 ◽

Vol 229 ◽

pp. 111620

Author(s):

Fangxin Hu ◽

Gang Shi

Keyword(s):

Experimental Study ◽

High Strength Steel ◽

Seismic Behavior ◽

Steel Frames ◽

High Strength ◽

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EXPERIMENTAL STUDY OF COVER-PLATE BEAM-TO-COLUMN JOINTS IN HIGH-STRENGTH STEEL FRAMES

10.18057/icass2018.p.039 ◽

2018 ◽

Author(s):

Xuesen Chen ◽

◽

Gang Shi ◽

◽

Keyword(s):

Experimental Study ◽

High Strength Steel ◽

Steel Frames ◽

High Strength ◽

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Damage-control evaluation of high-strength steel frames with energy dissipation bays

Proceedings of the Institution of Civil Engineers - Structures and Buildings ◽

10.1680/jstbu.16.00098 ◽

2017 ◽

Vol 170 (9) ◽

pp. 677-692 ◽

Author(s):

Ke Ke ◽

Yiyi Chen ◽

Liang-Jiu Jia

Keyword(s):

Energy Dissipation ◽

High Strength Steel ◽

Damage Control ◽

Steel Frames ◽

High Strength ◽

Control Evaluation

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CUMULATIVE CYCLIC DEFORMATION CAPACITY OF HIGH-STRENGTH STEEL FRAMES WITH ENERGY DISSPATION BRACES

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.75.1671 ◽

2010 ◽

Vol 75 (655) ◽

pp. 1671-1679 ◽

Author(s):

Toru TAKEUCHI ◽

Tatsuya OHYAMA ◽

Tadashi ISHIHARA

Keyword(s):

High Strength Steel ◽

Cyclic Deformation ◽

Steel Frames ◽

High Strength ◽

Deformation Capacity

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Response Modification Factor and Displacement Amplification Factor of Y-Shaped Eccentrically Braced High-Strength Steel Frames

International Journal of Steel Structures ◽

10.1007/s13296-021-00537-3 ◽

2021 ◽

Author(s):

Li Shen ◽

Li Rong-Rong ◽

Wang De-Fa ◽

Pan Xiu-Zhen ◽

Guo Hong-Chao

Keyword(s):

High Strength Steel ◽

Amplification Factor ◽

Steel Frames ◽

High Strength ◽

Response Modification Factor ◽

Modification Factor

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Seismic behaviors and resilient capacity of CFRP-confined concrete columns with partially debonded high-strength steel rebars

Composite Structures ◽

10.1016/j.compstruct.2019.110912 ◽

2019 ◽

Vol 222 ◽

pp. 110912 ◽

Author(s):

Junhua Wang ◽

Hua Zhao ◽

Jun He

Keyword(s):

High Strength Steel ◽

High Strength ◽

Concrete Columns ◽

Confined Concrete ◽

Seismic Behaviors ◽

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Experimental study on seismic behaviour of cover-plate joints in high strength steel frames

Engineering Structures ◽

10.1016/j.engstruct.2019.04.062 ◽

2019 ◽

Vol 191 ◽

pp. 292-310 ◽

Author(s):

Xuesen Chen ◽

Gang Shi

Keyword(s):

Experimental Study ◽

High Strength Steel ◽

Steel Frames ◽

High Strength ◽

Cover Plate ◽

Seismic Behaviour

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INELASTIC BEHAVIOR OF HIGH STRENGTH STEEL FRAMES SUBJECTED TO CONSTANT VERTICAL AND ALTERNATING HORIZONTAL LOADS

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.250.0_31 ◽

1976 ◽

Vol 250 (0) ◽

pp. 31-41 ◽

Author(s):

CHIAKI MATSUI ◽

ISAO MITANI

Keyword(s):

High Strength Steel ◽

Steel Frames ◽

High Strength ◽

Inelastic Behavior

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High-strength steel frames with SMA connections in self-centring energy-dissipation bays: insights and a multimodal nonlinear static procedure

Smart Materials and Structures ◽

10.1088/1361-665x/abc147 ◽

2020 ◽

Vol 29 (12) ◽

pp. 125020

Author(s):

Ke Ke ◽

Michael C H Yam ◽

Huanyang Zhang ◽

Angus C C Lam ◽

Xuhong Zhou

Keyword(s):

Energy Dissipation ◽

High Strength Steel ◽

Steel Frames ◽

High Strength ◽

Nonlinear Static Procedure ◽

Nonlinear Static

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Direct analysis for high-strength steel frames with explicit-model of residual stresses

Engineering Structures ◽

10.1016/j.engstruct.2015.06.008 ◽

2015 ◽

Vol 100 ◽

pp. 342-355 ◽

Author(s):

Tian-Ji Li ◽

Si-Wei Liu ◽

Siu-Lai Chan

Keyword(s):

Residual Stresses ◽

High Strength Steel ◽

Steel Frames ◽

High Strength ◽

Direct Analysis ◽

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