Cyclic tests on concrete-filled composite plate shear walls with enhanced C-channels

2021 ◽  
Vol 179 ◽  
pp. 106522
Author(s):  
Jia-Bao Yan ◽  
Hui-Tao Hu ◽  
Tao Wang
Keyword(s):  
Composite Plate ◽  
Shear Walls ◽  
Cyclic Tests ◽  
Filled Composite

scholarly journals Cyclic tests on composite plate shear walls–concrete encased before and after fire exposure

2018 ◽  
Vol 22 (1) ◽  
pp. 54-68
Author(s):  
Qinghai Xie ◽  
Jianzhuang Xiao ◽  
Wengang Xie ◽  
Wanyang Gao
Keyword(s):  
Energy Dissipation ◽  
Cyclic Loading ◽  
Composite Plate ◽  
Shear Walls ◽  
Lateral Stiffness ◽  
Fire Tests ◽  
Fire Exposure ◽  
Cyclic Tests ◽  
Explosive Spalling ◽  
Significant Difference

Cyclic lateral loading tests were conducted on six composite plate shear walls–concrete encased and two conventionally reinforced concrete walls. The composite plate shear walls–concrete encased were constructed using high-performance concrete and different steel configurations with a same steel content ratio. These walls were divided into two batches. Three composite plate shear walls–concrete encased and one conventional wall were first exposed to the ISO 834 standard fire before the cyclic tests. To their comparison, the other four walls were only tested under the cyclic loading at room temperature. During the fire tests, the four walls experienced the spalling of concrete. The composite plate shear walls–concrete encased suffered more explosive spalling than the conventional wall. After the fire tests, all walls were tested under the cyclic loading. Based on the test results, analysis and discussions were made on the lateral load, lateral stiffness, and energy dissipation ability of walls. The difference was identified between the behavior of composite plate shear walls–concrete encased and that of conventional wall. Moreover, the influences of fire exposure were analyzed on seismic behavior of shear walls. Generally, the high temperatures reduce the yield, peak, and ultimate loads of walls and degrade the lateral stiffness. No significant difference can be found in energy dissipation ability between the heated and unheated walls before the drift ratio 1/120.

Experimental study of flexural critical reinforced concrete filled composite plate shear walls

2019 ◽  
Vol 197 ◽  
pp. 109439 ◽  
Author(s):  
Xin Nie ◽  
Jia-Ji Wang ◽  
Mu-Xuan Tao ◽  
Jian-Sheng Fan ◽  
Fan-Min Bu
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Composite Plate ◽  
Shear Walls ◽  
Filled Composite

Discussion: Monotonic and cyclic tests of timber shear walls

1992 ◽  
Vol 19 (5) ◽  
pp. 931-932
Author(s):  
C. K. A. Stieda
Keyword(s):  
Shear Walls ◽  
Cyclic Tests ◽  
Timber Shear Walls

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

Seismic Collapse Assessment of Composite Plate Shear Walls

2020 ◽  
Vol 146 (12) ◽  
pp. 04020266
Author(s):  
Armin Farahbakhshtooli ◽  
Anjan Bhowmick
Keyword(s):  
Composite Plate ◽  
Shear Walls ◽  
Seismic Collapse ◽  
Collapse Assessment

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
Sign in / Sign up

Export Citation Format

Share Document