Abstract
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Wentao Liang, Yuanlong Yang, Xiangsheng Chen, Y. Frank Chen
Abstract
Authors
Institutions
Provenance
crossref
Confidence 100%
No local reference links have been materialized yet.
No local citing links have been materialized yet.
Development and prospect of high-rise building structures in China
2009
Development and prospect of hybrid high-rise building structures in China
2010
Unresolved referenced work
2009
Unresolved referenced work
2012
Seismic Design of Hybrid Coupled Wall Systems: State of the Art
10.1061/(asce)st.1943-541x.0000186 · 2010
Design of coupled wall structures as evolving structural systems
10.1016/j.engstruct.2014.05.002 · 2014
Performance-based design of high-rise coupled wall systems
10.1002/tal.296 · 2006
Seismic Behavior of Coupled Steel Plate and Concrete Composite Wall System
10.1007/s40999-023-00838-0 · 2023
Energy-balance based plastic design and analysis of hybrid coupled wall system
10.1016/j.istruc.2021.07.017 · 2021
Experimental study to unraveling the seismic behavior of CFRP retrofitting composite coupled shear walls for enhanced resilience
10.1016/j.jcomc.2024.100523 · 2024
openalex
Confidence 95%
datacite
Confidence 0%
On the Seismic Evaluation of Steel Frames Laterally Braced with Perforated Steel Plate Shear Walls Considering Semi-Rigid Connections
10.3390/buildings12091427 · 2022
Shear behavior of web-embedded steel-concrete composite beam
10.1177/13694332221097730 · 2023
Negative bending capacity of web-embedded U-shaped steel-concrete composite beams
10.1177/13694332231161100 · 2023
Flexural behavior of web embedded steel-concrete composite beam
10.1016/j.engstruct.2021.112345 · 2021
Experimental and numerical investigation of steel-concrete (SC) slabs under contact blast loading
10.1016/j.engstruct.2019.109337 · 2019
Cyclic Behavior of Traditional and Innovative Composite Shear Walls
10.1061/(asce)0733-9445(2004)130:2(271) · 2004
Experimental Study of High-Strength Concrete-Steel Plate Composite Shear Walls
10.3390/app9142820 · 2019
Seismic performance and design method of T-shaped CFST column to U-shaped steel-concrete composite beam joint with vertical stiffeners
10.1016/j.engstruct.2022.115270 · 2023
Seismic performance of T-shaped CFST column to U-shaped steel-concrete composite beam joint
10.1016/j.jcsr.2022.107564 · 2022
Unresolved referenced work
Kept as external metadata until matched
Unresolved referenced work
2015
Unresolved referenced work
2015
Unresolved referenced work
2010
Time-independent constitutive theories for cyclic plasticity
10.1016/0749-6419(86)90010-0 · 1986
Experimental study of structural steel constitutive relationship under cyclic loading
2012
Model for Cyclic Compressive Behavior of Concrete
10.1061/(asce)0733-9445(1987)113:2(228) · 1987
Study on shear behavior of web-embedded U-shaped steel-concrete composite beams
2022
Unresolved referenced work
2015
Unresolved referenced work
2010
Unresolved referenced work
2016
Model for Cyclic Compressive Behavior of Concrete
10.1061/(asce)0733-9445(1987)113:2(228) · doi-reference
Time-independent constitutive theories for cyclic plasticity
10.1016/0749-6419(86)90010-0 · doi-reference
Seismic performance of T-shaped CFST column to U-shaped steel-concrete composite beam joint
10.1016/j.jcsr.2022.107564 · doi-reference
Seismic performance and design method of T-shaped CFST column to U-shaped steel-concrete composite beam joint with vertical stiffeners
10.1016/j.engstruct.2022.115270 · doi-reference
Experimental Study of High-Strength Concrete-Steel Plate Composite Shear Walls
10.3390/app9142820 · doi-reference
Cyclic Behavior of Traditional and Innovative Composite Shear Walls
10.1061/(asce)0733-9445(2004)130:2(271) · doi-reference
Experimental and numerical investigation of steel-concrete (SC) slabs under contact blast loading
10.1016/j.engstruct.2019.109337 · doi-reference
Flexural behavior of web embedded steel-concrete composite beam
10.1016/j.engstruct.2021.112345 · doi-reference
Negative bending capacity of web-embedded U-shaped steel-concrete composite beams
10.1177/13694332231161100 · doi-reference
Shear behavior of web-embedded steel-concrete composite beam
10.1177/13694332221097730 · doi-reference
On the Seismic Evaluation of Steel Frames Laterally Braced with Perforated Steel Plate Shear Walls Considering Semi-Rigid Connections
10.3390/buildings12091427 · doi-reference
Experimental study to unraveling the seismic behavior of CFRP retrofitting composite coupled shear walls for enhanced resilience
10.1016/j.jcomc.2024.100523 · doi-reference
Energy-balance based plastic design and analysis of hybrid coupled wall system
10.1016/j.istruc.2021.07.017 · doi-reference
Seismic Behavior of Coupled Steel Plate and Concrete Composite Wall System
10.1007/s40999-023-00838-0 · doi-reference
Performance-based design of high-rise coupled wall systems
10.1002/tal.296 · doi-reference
Design of coupled wall structures as evolving structural systems
10.1016/j.engstruct.2014.05.002 · doi-reference
Seismic Design of Hybrid Coupled Wall Systems: State of the Art
10.1061/(asce)st.1943-541x.0000186 · doi-reference