Buckling analysis of buildings braced by frameworks, shear walls and cores

2002 ◽  
Vol 11 (3) ◽  
pp. 197-219 ◽  
Author(s):  
K. A. Zalka
PCI Journal ◽  
2014 ◽  
Vol 59 (3) ◽  
pp. 43-59 ◽  
Author(s):  
Brian J. Smith ◽  
Yahya C. Kurama

2020 ◽  
Vol 15 (1) ◽  
pp. 37-44
Author(s):  
El Mehdi Echebba ◽  
Hasnae Boubel ◽  
Oumnia Elmrabet ◽  
Mohamed Rougui

Abstract In this paper, an evaluation was tried for the impact of structural design on structural response. Several situations are foreseen as the possibilities of changing the distribution of the structural elements (sails, columns, etc.), the width of the structure and the number of floors indicates the adapted type of bracing for a given structure by referring only to its Geometric dimensions. This was done by studying the effect of the technical design of the building on the natural frequency of the structure with the study of the influence of the distribution of the structural elements on the seismic response of the building, taking into account of the requirements of the Moroccan earthquake regulations 2000/2011 and using the ANSYS APDL and Robot Structural Analysis software.


Author(s):  
Husam Al Qablan ◽  
Hazim M. Dwairi ◽  
Omar Al Hattamleh ◽  
Samer Rabab'ah

AIAA Journal ◽  
2001 ◽  
Vol 39 ◽  
pp. 951-955
Author(s):  
Hoon Cheol Park ◽  
Chahngmin Cho ◽  
Younho Choi

2001 ◽  
Vol 85 (6) ◽  
pp. 43-48
Author(s):  
Peter Dobrila ◽  
Miroslav Premrov

2019 ◽  
Author(s):  
Hossein Alimohammadi ◽  
Mostafa Dalvi Esfahani ◽  
Mohammadali Lotfollahi Yaghin

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.


Sign in / Sign up

Export Citation Format

Share Document