Feasibility of using self‐sensing component and response prediction model for rotation monitoring of shear wall structures

2021 ◽  
Author(s):  
Jiazeng Shan ◽  
Zhi Jiang ◽  
Weichao Wu ◽  
Zhiguo Shi
Keyword(s):  
Prediction Model ◽  
Response Prediction ◽  
Shear Wall ◽  
Wall Structures

Finite Element Simulation of RC Shear Wall Components

2012 ◽  
Vol 170-173 ◽  
pp. 3594-3597
Author(s):  
Hai Tao Wan ◽  
Peng Li
Keyword(s):  
Finite Element ◽  
Finite Element Simulation ◽  
Shear Wall ◽  
Lateral Force ◽  
Skeleton Curve ◽  
Structure Damage ◽  
Wall Structures ◽  
Element Simulation ◽  
Rc Shear Wall ◽  
Wall Components

Reinforced concrete (RC) shear wall component is a very important lateral force-resisting member which is widely used in China. Its seismic behavior has a great impact on the seismic performance of the overall structure. Damage of some RC shear wall structures under the earthquake is caused by the damage of shear wall components, So shear wall components are an essential seismic members. However, the test datum are not enough to study the performance of RC shear wall components, Therefore, Finite element simulation of RC shear wall components is performed by software ABAQUS in the paper. Through comparing with the finite element simulation and the test of load - displacement skeleton curve, failure mode and steel bar strain, the result shows that the finite element simulation can more accurately simulate the situation of the test, verifying the finite element simulation is the most important research tool besides test.

Seismic retrofit of GLD shear wall structures in Singapore

2008 ◽  
Vol 1 (3) ◽  
pp. 198-208
Author(s):  
Z. J. Li ◽  
K. H. Tan ◽  
T. Balendra
Keyword(s):  
Shear Wall ◽  
Seismic Retrofit ◽  
Wall Structures

The Use of Outrigger System in Steel Plate Shear Wall Structures

2015 ◽  
Vol 18 (6) ◽  
pp. 853-872 ◽  
Author(s):  
M. Gholipour ◽  
E. Asadi ◽  
M.M. Alinia
Keyword(s):  
Steel Plate ◽  
Shear Wall ◽  
Steel Plate Shear Wall ◽  
Wall Structures

scholarly journals An Improved Simulation Model of Shear Wall Structures of Tall Building

2011 ◽  
Vol 12 ◽  
pp. 127-132
Author(s):  
Bowang Chen ◽  
Jianguo Tan ◽  
Yang Oyang
Keyword(s):  
Simulation Model ◽  
Shear Wall ◽  
Tall Building ◽  
Wall Structures

Study on the shear wall structure with combined form of replaceable devices

2017 ◽  
Vol 21 (9) ◽  
pp. 1327-1348
Author(s):  
Cong Chen ◽  
Renjie Xiao ◽  
Xilin Lu ◽  
Yun Chen
Keyword(s):  
Shear Walls ◽  
Shear Wall ◽  
Performance Comparison ◽  
Wall Structure ◽  
Structural Part ◽  
Coupled Shear Wall ◽  
Wall Structures ◽  
Strength And Stiffness ◽  
Energy Dissipated ◽  
Resilient Structure

Structure with replaceable devices is a type of earthquake resilient structure developed to restore the structure immediately after strong earthquakes. Current researches focus on one type of the replaceable device located in the structural part that is most likely to be damaged; however, plastic deformation would not be limited in a specific part but expand to other parts. To concentrate possible damage in shear wall structures, combined form of replaceable devices was introduced in this article. Based on previous studies, combined form of replaceable coupling beam and replaceable wall foot was used in a coupled shear wall. Influences of the dimension and location of the replaceable devices to the strength and stiffness of the shear wall were investigated through numerical modeling, which was verified by experimental data. Performance comparison between the shear walls with one type and combined form of replaceable devices and the conventional coupled shear wall was performed. In general, the shear wall with combined form of replaceable devices is shown to be better energy dissipated, and proper dimensions and locations of the replaceable devices should be determined.

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