Analysis for foundation moments in space frame-shear wall-nonlinear soil system

2016 ◽  
Vol 10 (6) ◽  
pp. 1369-1389
Author(s):  
D.K. Jain ◽  
M.S. Hora
Keyword(s):  
Shear Wall ◽  
Space Frame ◽  
Soil System

Analysis of settlements of space frame-shear wall-soil system under seismic forces

2015 ◽  
Vol 8 (5) ◽  
pp. 1255-1276 ◽  
Author(s):  
D.K. Jain ◽  
M.S. Hora
Keyword(s):  
Shear Wall ◽  
Space Frame ◽  
Soil System ◽  
Seismic Forces

Soil-structure interaction of space frame-raft-soil system—a parametric study

1991 ◽  
Vol 40 (5) ◽  
pp. 1235-1247 ◽  
Author(s):  
J. Noorzaei ◽  
M.N. Viladkar ◽  
P.N. Godbole
Keyword(s):  
Parametric Study ◽  
Soil Structure ◽  
Soil Structure Interaction ◽  
Space Frame ◽  
Soil System ◽  
Structure Interaction ◽  
System A

Interactive analysis of a space frame-raft-soil system considering soil nonlinearity

1994 ◽  
Vol 51 (4) ◽  
pp. 343-356 ◽  
Author(s):  
M.N. Viladkar ◽  
J. Noorzaei ◽  
P.N. Godbole
Keyword(s):  
Space Frame ◽  
Soil System ◽  
Interactive Analysis ◽  
Soil Nonlinearity

Multiple Shear Key Connections for Precast Shear Wall Panels

PCI Journal ◽  
1989 ◽  
Vol 34 (2) ◽  
pp. 104-120 ◽  
Author(s):  
Sarni H. Rizkalla ◽  
Reynaud L. Serrette ◽  
J. Scott Heuvel ◽  
Emmanuel K. Attiogbe
Keyword(s):  
Shear Wall ◽  
Shear Key ◽  
Precast Shear Wall ◽  
Wall Panels

Horizontal Connections for Precast Concrete Shear Wall Panels Under Cyclic Shear Loading

PCI Journal ◽  
1996 ◽  
Vol 41 (3) ◽  
pp. 64-80 ◽  
Author(s):  
Khaled A. Soudki ◽  
Jeffrey S. West ◽  
Sami H. Rizkalla ◽  
Bruce Blackett
Keyword(s):  
Precast Concrete ◽  
Shear Wall ◽  
Shear Loading ◽  
Cyclic Shear ◽  
Horizontal Connections ◽  
Wall Panels

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

Effects of openings on the seismic behavior and performance level of concrete shear walls

2019 ◽  
Author(s):  
Hossein Alimohammadi ◽  
Mostafa Dalvi Esfahani ◽  
Mohammadali Lotfollahi Yaghin
Keyword(s):  
Static Analysis ◽  
Cross Section ◽  
Seismic Behavior ◽  
Shear Walls ◽  
Shear Wall ◽  
Constant Cross Section ◽  
Added Resistance ◽  
Different Shapes ◽  
And Performance ◽  
Abaqus Software

In this study, the seismic behavior of the concrete shear wall considering the opening with different shapes and constant cross-section has been studied, and for this purpose, several shear walls are placed under the increasingly non-linear static analysis (Pushover). These case studies modeled in 3D Abaqus Software, and the results of the ductility coefficient, hardness, energy absorption, added resistance, the final shape, and the final resistance are compared to shear walls without opening.

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