Volume 2, Issue 1 (March 2004)
IJCE 2004, 2(1): 32-44 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
KHEYR ALDIN A., MORTEZAEI A.R.. INVESTIGATION OF NONLINEAR BEHA VIOR OF T -SHAPED SHEAR WALLS. IJCE 2004; 2 (1) :32-44
URL: http://ijce.iust.ac.ir/article-1-6-en.html
URL: http://ijce.iust.ac.ir/article-1-6-en.html
Abstract: (19077 Views)
Structural walls are used extensively in moderate- and high-rise buildings to resist lateral loads induced by earthquakes. The seismic performance of many buildings is, therefore, closely linked to the behavior of the reinforced concrete walls. The analytical models used in this paper are developed to study the push-over response of T-shaped reinforced concrete walls andinvestigate the influence of the flange walls on laterally loaded walls and nonlinear behavior of shear walls, namely strength, ductility and failure mechanisms. A layered nonlinear finite element method is used to study the behavior of T-shaped and rectangular (barbell) shear walls. This paper introduces a computer program to practically study three-dimensional characteristics of reinforced concrete wall response by utilizing layered modeling. The program is first verified bysimulated and reported experimental response of 3-D reinforced concrete shear walls. Subsequently, a study considering eighteen analytical test specimens of T-shaped and barbell shear walls is carried out. Finally, based on analytical results, a new equation for minimum ratio of shear wall area to floor-plan area is proposed.
Keywords: Finite element method, T, shaped shear wall, Barbell shear wall, Ductility, Nonlinear analysis, Reinforced concrete.
Type of Study: Research Paper |
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
