Discussion of “Response of RC Shear Wall under Ground Motions”

1981 ◽  
Vol 107 (10) ◽  
pp. 2050-2052
Author(s):  
Medhi Saiidi
Keyword(s):  
Ground Motions ◽  
Shear Wall ◽  
Rc Shear Wall

Closure to “Response of RC Shear Wall under Ground Motions”

1982 ◽  
Vol 108 (10) ◽  
pp. 2357-2358
Author(s):  
Awadh B. Agrawal ◽  
Leslie G. Jaeger ◽  
Aftab A. Mufti
Keyword(s):  
Ground Motions ◽  
Shear Wall ◽  
Rc Shear Wall

Response of RC Shear Wall under Ground Motions

1981 ◽  
Vol 107 (2) ◽  
pp. 395-411
Author(s):  
Awadh B. Agrawal ◽  
Aftab A. Mufti ◽  
Leslie G. Jaeger
Keyword(s):  
Ground Motions ◽  
Shear Wall ◽  
Rc Shear Wall

Discussion of “Response of RC Shear Wall Under Ground Motions”

1981 ◽  
Vol 107 (11) ◽  
pp. 2309-2310
Author(s):  
Catherine E. Wolfgram
Keyword(s):  
Ground Motions ◽  
Shear Wall ◽  
Rc Shear Wall

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.

scholarly journals Analisis Pengaruh Lokasi Dinding Geser Terhadap Pergeseran Lateral Bangunan Bertingkat Beton Bertulang 5 Lantai

2021 ◽  
Vol 4 (1) ◽  
pp. 16
Author(s):  
Leonardus Setia Budi Wibowo ◽  
Dermawan Zebua
Keyword(s):  
Lateral Displacement ◽  
Shear Walls ◽  
Seismic Loading ◽  
Shear Wall ◽  
Structural System ◽  
Earthquake Force ◽  
Earthquake Resistant ◽  
Story Drift ◽  
Frame System ◽  
Rc Shear Wall

Indonesia is one of the countries in the earthquake region. Therefore, it is necessary to build earthquake-resistant buildings to reduce the risk of material and life losses. Reinforced Concrete (RC) shear walls is one of effective structure element to resist earthquake forces. Applying RC shear wall can effectively reduce the displacement and story-drift of the structure. This research aims to study the effect of shear wall location in symmetric medium-rise building due to seismic loading. The symmetric medium rise-building is analyzed for earthquake force by considering two types of structural system. i.e. Frame system and Dual system. First model is open frame structural system and other three models are dual type structural system. The frame with shear walls at core and centrally placed at exterior frames showed significant reduction more than 80% lateral displacement at the top of structure.

Prediction of lateral stiffness for fully slitted RC shear wall

1998 ◽  
Vol 21 (2) ◽  
pp. 221-232 ◽  
Author(s):  
Yuh‐Wehn Liou ◽  
Maw‐Shyong Sheu
Keyword(s):  
Shear Wall ◽  
Lateral Stiffness ◽  
Rc Shear Wall

Experimental validation of RC shear wall structures with hybrid coupling beams

2018 ◽  
Vol 111 ◽  
pp. 14-30 ◽  
Author(s):  
Tao Wang ◽  
Qingxue Shang ◽  
Xiaoting Wang ◽  
Jichao Li ◽  
Zi’ang Kong
Keyword(s):  
Experimental Validation ◽  
Shear Wall ◽  
Coupling Beams ◽  
Hybrid Coupling ◽  
Wall Structures ◽  
Rc Shear Wall
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