scholarly journals A Simple Model for the Nonlinear Analysis of an RC Shear Wall with Boundary Elements

2011 ◽  
Vol 15 (4) ◽  
pp. 45-54 ◽  
Author(s):  
Tae-Wan Kim ◽  
Seong-Hoon Jeong ◽  
Tae-Sang You
Keyword(s):  
Simple Model ◽  
Nonlinear Analysis ◽  
Boundary Elements ◽  
Shear Wall ◽  
Rc Shear Wall

scholarly journals AN INVESTIGATION ON THE PERFORMANCE LEVEL OF RC SHEAR WALL-FRAME SYSTEMS UTILIZING NONLINEAR ANALYSIS

2011 ◽  
Vol 39 (6) ◽  
pp. 1239-1259
Author(s):  
Fadwa Issa ◽  
Mohamad Nazih Alyagchi Eilouch ◽  
Abbas Tasnimi
Keyword(s):  
Nonlinear Analysis ◽  
Shear Wall ◽  
Performance Level ◽  
Frame Systems ◽  
Rc Shear Wall

Research on Performance of Precast Two-Way Hollow Slab Shear Wall with Cast-In Situ Boundary Elements

2013 ◽  
Vol 477-478 ◽  
pp. 655-659
Author(s):  
Hui Chen Cui ◽  
Ji Liang Liu ◽  
Ming Jin Chu
Keyword(s):  
Seismic Performance ◽  
Shear Failure ◽  
Boundary Elements ◽  
Shear Wall ◽  
Failure Characteristics ◽  
New Type ◽  
Loading Tests ◽  
Rc Shear Wall ◽  
Cyclic Loading Tests

Low cyclic loading tests were carried out for one precast two-way hollow slab shear wall with cast-in-situ boundary elements and one RC shear wall. The seismic performance of precast two-way hollow slab shear wall was analyzed. The test results indicated that macroscopic vertical cracks appeared along precast slab vertical holes of precast two-way hollow slab shear wall. The failure characteristics of the precast two-way hollow slab shear wall were significantly different from that of the reinforced concrete shear wall. Shear failure could be avoided and seismic performance of the new type shear wall was good.

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 A simple model for damage analysis of a frame-masonry shear-wall system

2017 ◽  
Vol 129 ◽  
pp. 119-134 ◽  
Author(s):  
Simona Di Nino ◽  
Francesco D’Annibale ◽  
Angelo Luongo
Keyword(s):  
Simple Model ◽  
Shear Wall ◽  
Damage Analysis ◽  
Masonry Shear Wall ◽  
Wall System

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
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