Seismic displacements and behaviour factors assessment of an innovative steel and concrete hybrid coupled shear wall system

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 20-41
Author(s):  
Molham Salameh ◽  
Mohsenali Shayanfar ◽  
Mohammad Ali Barkhordari
Keyword(s):  
Shear Wall ◽  
Coupled Shear Wall ◽  
Seismic Displacements ◽  
Wall System

Hysteretic Behavior of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars

2013 ◽  
Vol 351-352 ◽  
pp. 734-737
Author(s):  
Wan Shin Park ◽  
Young Soo Chun ◽  
Hyun Do Yun ◽  
Soo Yeon Seo ◽  
Jin Kyu Song ◽  
...  
Keyword(s):  
Seismic Behavior ◽  
Shear Wall ◽  
Hysteretic Behavior ◽  
Test Results ◽  
Coupling Beam ◽  
Reinforcing Bars ◽  
Coupling Beams ◽  
Coupled Shear Wall ◽  
Test Variable ◽  
Wall System

This paper addresses the seismic behavior of coupling beams with headed reinforcing bars in coupled shear wall system. Test variable included the replacement ratios of headed reinforcing bars. The results show that Specimen HB 50 exhibits a better stable behavior in comparison with Specimens Specimen CON and Specimen HB 30. Test results showed that the amount of diagonal reinforcing bars in the coupling beam may be reduced when headed reinforcing bars are utilized.

Research Status on Seismic Performance of Steel-Concrete Composite Coupling Beam

2013 ◽  
Vol 671-674 ◽  
pp. 1315-1318
Author(s):  
Qing Xuan Shi ◽  
Jian Bo Tian ◽  
Kun Li ◽  
Zhi Feng Guo
Keyword(s):  
Influence Factors ◽  
Shear Wall ◽  
High Load ◽  
Coupling Beam ◽  
Coupling Beams ◽  
Specific Calculation ◽  
Coupled Shear Wall ◽  
Energy Dissipation Capacity ◽  
New Form ◽  
Wall System

Coupling beams of coupled shear wall system in seismic regions are required to have high load resisting capacity and excellent ductility and energy-dissipation capacity. To achieve this goal, the concept of steel-concrete composite coupling beam is proposed. The steel-concrete composite coupling beam is a new form and worthwhile to research and promote. Further, it is a new direction for the future development of the coupling beam. But there is a lack of specific calculation method and constructional measures in the current related codes. In this paper, the review of available literatures is made including the experimental study and influence factors of mechanical behavior. It works that have not yet been covered after summarizing each research methods and research contents, which will provide scientific reference material for the intensive research on steel-concrete composite coupling beam.

The Influence on Horizontal Ties of Steel Coupling Beams

2012 ◽  
Vol 204-208 ◽  
pp. 1229-1232
Author(s):  
Sun Woong Kim ◽  
Wan Shin Park ◽  
Nam Young Eom ◽  
Hyun Do Yun
Keyword(s):  
Strain Hardening ◽  
Tall Buildings ◽  
Shear Wall ◽  
Lateral Load ◽  
Cementitious Composite ◽  
Coupling Beams ◽  
Coupled Shear Wall ◽  
Pseudo Strain Hardening ◽  
Steel Coupling Beams ◽  
Wall System

Hybrid coupled shear wall system with steel coupling beams has known as the effective lateral load resisting system for tall buildings subjected to earthquake. This paper addresses the influence on horizontal ties of steel coupling beams in pseudo strain hardening cementitious composite (PSH2C) hybrid coupled shear wall. Test variables included the connection detail and types of material, concrete and PSH2C, in the connection region. The results show that Specimen PSH2C-SB and PSH2C-SBVRT exhibits a better stable behavior than Specimens HCWS-SB and HCWS-SBVRT.

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