scholarly journals Reliability-Based Assessment of LTF and CLT Shear Walls under In-Plane Seismic Loading Using a Modified Bouc-Wen Hysteresis Model

2021 ◽  
Vol 7 (4) ◽  
pp. 04021065
Author(s):  
Angelo Aloisio ◽  
Francesco Boggian ◽  
Roberto Tomasi ◽  
Massimo Fragiacomo
Keyword(s):  
Shear Walls ◽  
Seismic Loading ◽  
Hysteresis Model

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.

Joints and wood shear walls modelling II: Experimental tests and FE models under seismic loading

2015 ◽  
Vol 101 ◽  
pp. 743-749 ◽  
Author(s):  
C. Boudaud ◽  
J. Humbert ◽  
J. Baroth ◽  
S. Hameury ◽  
L. Daudeville
Keyword(s):  
Shear Walls ◽  
Seismic Loading ◽  
Experimental Tests

scholarly journals Blast resistance of steel plate shear walls designed for seismic loading

2020 ◽  
Vol 814 ◽  
pp. 012041
Author(s):  
Prashant Sunagar ◽  
Aravind Bhashyam ◽  
Manish S Dharek ◽  
K S Sreekeshava ◽  
R S Ramegowda ◽  
...  
Keyword(s):  
Steel Plate ◽  
Blast Resistance ◽  
Shear Walls ◽  
Seismic Loading ◽  
Steel Plate Shear Walls

Seismic performance of shear wall buildings with gravity-induced lateral demands

2014 ◽  
Vol 41 (4) ◽  
pp. 323-332 ◽  
Author(s):  
Michael R. Dupuis ◽  
Tyler D.D. Best ◽  
Kenneth J. Elwood ◽  
Donald L. Anderson
Keyword(s):  
Shear Walls ◽  
Seismic Loading ◽  
Shear Wall ◽  
Building Codes ◽  
Inelastic Displacement ◽  
Architectural Features ◽  
Seismic Force ◽  
Design Characteristics ◽  
New Buildings ◽  
Gravity System

Architectural features and other irregularities in the gravity system which apply gravity-induced lateral demands to the seismic force resisting system are being incorporated in new buildings. These gravity-induced demands have raised concerns due to the perceived potential for a ratcheting effect to occur during seismic loading. This paper summarizes the results of a study to identify if there are behavioral trends not recognized within the scope of current building codes. To this end, a nonlinear, parametric study was conducted in OpenSees to investigate the inelastic response of concrete shear wall buildings with a range of design characteristics, including gravity-induced lateral demands. The results demonstrated that a seismic ratcheting effect can develop and amplify inelastic displacement demands. The effect is significantly more prevalent in coupled shear walls compared with cantilevered shear walls. An irregularity class to address buildings with gravity-induced lateral demands on the seismic force resisting system is proposed for the 2015 National Building Code of Canada.

Behaviour of Shearwalls with Slabs and Openings

2012 ◽  
Vol 602-604 ◽  
pp. 1566-1569
Author(s):  
Yun Cheul Choi ◽  
Hyun Ki Choi ◽  
Chang Sik Choi
Keyword(s):  
Shear Walls ◽  
Seismic Loading ◽  
Critical Section ◽  
Economic Advantage ◽  
Cyclic Loads ◽  
Test Results ◽  
Lateral Loads ◽  
Accurate Analysis ◽  
High Rise ◽  
Apartment Buildings

Generally because of the economic advantage and stable behavior in seismic loading, shearwalls combined with coupling slabs are widely used in high-rise apartment buildings. When analyzing such structures for lateral loads, however, the question of the actual stiffness and strength of the coupling slabs arises. For more accurate analysis approach, an experimental investigation was conducted with half-scale representations of the reinforced concrete shearwalls with the opening and coupled with slabs were subjected to cyclic loads. The test results of opening installed specimen, severe decrease of strength was observed. The decrease of strength of the shear walls by installation of openings shows a great deal of difference compared to previous researches. This is because flexural capacity of the slabs is working as coupling elements for the shear walls. The critical section of coupling slabs that works as coupling elements for shear walls was a little different from the results of previous researches.

Structural Health Monitoring for Local Damages of RC Walls Using Piezoceramic-Based Sensors Under Seismic Loading

2017 ◽  
Author(s):  
Wen-I Liao ◽  
Wen-Yu Jean
Keyword(s):  
Structural Health Monitoring ◽  
Earthquake Engineering ◽  
Health Monitoring ◽  
Shear Walls ◽  
Seismic Loading ◽  
The Other ◽  
Loading Test ◽  
Rc Structures ◽  
Engineering Research ◽  
Structural Health

Structural health monitoring of reinforced concrete (RC) structures under seismic loads have recently attracted dramatic attention in the earthquake engineering research community. In this study, reversed cyclic loading test of structural health monitoring of RC shear walls using piezoceramic (PZT)-based sensors are presented. The piezoceramic-based sensors called “smart aggregate (SA)”, was pre-embedded before casting of concrete and adopted for the structural health monitoring of the RC shear wall under seismic loading. Two RC walls were adopted in this test, one is the wall having damages in the boundary columns and foundation of the specimen, and the other is the wall having damages in the upper part of the wall panel. During the test, SAs embedded in the foundation were used as actuators to generate propagating waves, and the other selected SAs were used to detect the waves. By analyzing the wave response, the existence and locations of cracks and damages can be detected and the severity can be estimated. The experimental results demonstrate the sensitiveness and the effectiveness of the piezoceramic-based approach in the structural health monitoring and the identification of damage locations of shear governed concrete structures under seismic loading.

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