Author/Authors
TEMÜR, Rasim İstanbul Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Türkiye , ÖZTORUN, Namık Kemal İstanbul Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Turkey
Title Of Article
EFFECTS OF THE ASSUMPTION ABOUT RIGID FLOOR DIAPHRAGM ON THE SHEAR ALONG THE SHEAR WALLS
شماره ركورد
40740
Abstract
The purpose of this study is to establish the effects of rigid floor assumption on shear forces that occurs on shear walls of building type structural systems. Before the advent of computers only limited number of equations could be solved manually. Thus, simplification methods have been developed to reduce the total processes. In the structural analysis of buildings, rigid floor assumption is one of these methods. At the mass center of each rigid floor, there is a master node having three degrees of freedom to represent the two in-plane translations and one out of plane rotation. In this study, the linear elastic design analysis is carried out modeling floors as rigid diaphragm and flexible diaphragm. Results of the analysis are presented comparatively. According to these results, as a consequence of rigid floor assumption, it can be an issue to get designed such buildings those construction costs are higher but structural safety is lower in comparison with flexible floor model.
From Page
72
NaturalLanguageKeyword
Floor flexibility , Rigid floor , Shear walls
JournalTitle
Pamukkale University Journal Of Engineering Sciences
To Page
81
JournalTitle
Pamukkale University Journal Of Engineering Sciences
Link To Document