Seismic Design Optimization of Steel Frames with Steel Shear Wall System Using Modified Dolphin Algorithm

2021 ◽  
Author(s):  
Amir Saedi Daryan ◽  
Mohadeseh Salari ◽  
Neda Farhoudi ◽  
Soheil Palizi
Keyword(s):  
Design Optimization ◽  
Seismic Design ◽  
Steel Frames ◽  
Shear Wall ◽  
Steel Shear Wall ◽  
Wall System

FINITE ELEMENT ANALYSIS OF HYBRID COLD-FORMED STEEL SHEAR WALL PANELS

2018 ◽  
Vol 5 (2) ◽  
Author(s):  
Nima Usefi ◽  
Hamid Ronagh ◽  
Masoud Mohammadi
Keyword(s):  
Weight Ratio ◽  
Shear Wall ◽  
Shear Capacity ◽  
Seismic Capacity ◽  
Element Analysis ◽  
Economic Application ◽  
Steel Shear Wall ◽  
Wall Panels ◽  
Cold Formed Steel ◽  
Wall System

Improving the lateral performance of cold formed steel systems by employing different sheathing materials and bracing systems has been of particular interest to researchers in these days. However, due to their relatively low seismic capacity, the need for higher shear resistance of these structural systems is still felt. Therefore, this study aims to propose three hybrid shear wall panels in order to provide better performance and higher resistance in seismic zones. The numerical method is verified based on the experimental results in the literature and then is used for evaluating the hybrid systems. The proposed walls are analyzed under lateral and vertical loads and then their performances are compared to each other. The results showed better performance and higher shear capacity for hybrid wall system compared to the ordinary cold formed steel shear wall. In addition, the strength to weight ratio approved the economic application of hybrid panels for high seismic regions.

Parametrical Study in Non-Linear Numerical Analysis of a Coupling Beam with Steel Truss Configuration in Shear Wall System

2019 ◽  
Vol 10 (4) ◽  
pp. 197
Author(s):  
Nursiah Chairunnisa ◽  
Iman Satyarno ◽  
Muslikh Muslikh ◽  
Akhmad Aminullah
Keyword(s):  
Numerical Analysis ◽  
Shear Wall ◽  
Coupling Beam ◽  
Steel Truss ◽  
Non Linear ◽  
Wall System

scholarly journals Lateral resistance of mass timber shear wall connected by withdrawal-type connectors

2021 ◽  
Vol 67 (1) ◽  
Author(s):  
Sung-Jun Pang ◽  
Kyung-Sun Ahn ◽  
Seog Goo Kang ◽  
Jung-Kwon Oh
Keyword(s):  
Experimental Data ◽  
Seismic Design ◽  
Shear Walls ◽  
Shear Wall ◽  
Vertical Load ◽  
Lateral Resistance ◽  
Kinematic Models ◽  
Mass Timber ◽  
Timber Shear Walls ◽  
Timber Shear Wall

AbstractIn this study, the lateral resistances of mass timber shear walls were investigated for seismic design. The lateral resistances were predicted by kinematic models with mechanical properties of connectors, and compared with experimental data. Four out of 7 shear wall specimens consisted of a single Ply-lam panel and withdrawal-type connectors. Three out of 7 shear wall specimens consisted of two panels made by dividing a single panel in half. The divided panels were connected by 2 or 4 connectors like a single panel before being divided. The applied vertical load was 0, 24, or 120 kN, and the number of connectors for connecting the Ply-lam wall-to-floor was 2 or 4. As a result, the tested data were 6.3 to 52.7% higher than the predicted value by kinematic models, and it means that the lateral resistance can be designed by the behavior of the connector, and the prediction will be safe. The effects of wall-to-wall connectors, wall-to-floor connectors and vertical loads on the shear wall were analyzed with the experimental data.

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