Modeling the cyclic behavior of composite plate shear walls/concrete filled (C-PSW/ CF)

2021 ◽  
Vol 184 ◽  
pp. 106810
Author(s):  
Soheil Shafaei ◽  
Amit H. Varma ◽  
Morgan Broberg ◽  
Ron Klemencic
Keyword(s):  
Composite Plate ◽  
Shear Walls ◽  
Cyclic Behavior

Cyclic behavior of c-shaped composite plate shear walls – Concrete filled

2021 ◽  
Vol 226 ◽  
pp. 111306
Author(s):  
Hadi Kenarangi ◽  
Emre Kizilarslan ◽  
Michel Bruneau
Keyword(s):  
Composite Plate ◽  
Shear Walls ◽  
Cyclic Behavior

Cyclic behavior of wood-frame shear walls with vertical load and bending moment for mid-rise timber buildings

2021 ◽  
Vol 240 ◽  
pp. 112298
Author(s):  
Paúl Orellana ◽  
Hernán Santa María ◽  
José Luis Almazán ◽  
Xavier Estrella
Keyword(s):  
Bending Moment ◽  
Shear Walls ◽  
Cyclic Behavior ◽  
Vertical Load ◽  
Wood Frame

Non-linear analysis models for Composite Plate Shear Walls-Concrete Filled (C-PSW/CF)

2021 ◽  
Vol 184 ◽  
pp. 106803
Author(s):  
Emre Kizilarslan ◽  
Morgan Broberg ◽  
Soheil Shafaei ◽  
Amit H. Varma ◽  
Michel Bruneau
Keyword(s):  
Composite Plate ◽  
Shear Walls ◽  
Linear Analysis ◽  
Non Linear ◽  
Analysis Models

scholarly journals Experimental Comparison Study on Cyclic Behavior of Coupled Shear Walls with Two-Level-Yielding Steel Coupling Beam and RC Coupling Beam

2018 ◽  
Author(s):  
Guoqiang LI ◽  
Mengde PANG ◽  
Feifei Sun ◽  
Liulian LI ◽  
Jianyun SUN
Keyword(s):  
Energy Dissipation ◽  
Lateral Displacement ◽  
Shear Walls ◽  
Shear Wall ◽  
Cyclic Behavior ◽  
Experimental Comparison ◽  
Coupling Beam ◽  
Coupling Beams ◽  
Coupled Shear Wall ◽  
Steel Coupling Beam

Coupled shear walls are widely used in high rise buildings, since they can not only provide efficient lateral stiffness but also behave outstanding energy dissipation ability especially for earthquake-resistance. Traditionally, the coupling beams are made of reinforced concrete, which are prone to shear failure due to low aspect ratio and greatly reduce the efficiency and ability of energy dissipation.  For overcoming the shortcoming of concrete reinforced coupling beams (RCB), an innovative steel coupling beams called two-level-yielding steel coupling beam (TYSCB) is invented to balance the demand of stiffness and energy dissipation for coupled shear walls. TYSCBs are made of two parallel steel beams with yielding at two different levels.  To verify and investigate the aseismic behaviour improvement of TYSCB-coupled shear walls, two 1/3 scale, 10-storey coupled shear wall specimens with TYSCB and RCB were tested under both gravity and lateral displacement reversals. These two specimens were designed with the same bearing capacity, thus to be easier to compare. The experimental TYSCB specimen demonstrated more robust cyclic performance. Both specimens reached 1% lateral drift, however, the TYSCB-coupled shear wall showed minimal strength degradation. Additionally, a larger amount of energy was dissipated during each test of the TYSCB specimen, compared with the RCB specimen. Based on the experimental results, design recommendations are provided.

scholarly journals Cyclic Behavior of Low Rise Concrete Shear Walls Containing Recycled Coarse and Fine Aggregates

Materials ◽  
2017 ◽  
Vol 10 (12) ◽  
pp. 1400 ◽  
Author(s):  
Qiyun Qiao ◽  
Wanlin Cao ◽  
Zhiwei Qian ◽  
Xiangyu Li ◽  
Wenwen Zhang ◽  
...  
Keyword(s):  
Shear Walls ◽  
Cyclic Behavior ◽  
Fine Aggregates
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