Author/Authors
ŞAHİN, Hümeyra Fırat Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Turkey , ALYAMAÇ, Kürşat Esat Fırat Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Turkey , ERDOĞAN, Ali Sayıl Fırat Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Turkey
Title Of Article
DETERMINATION OF EARTHQUAKE SHEAR WALL RATIO IN SHEAR WALL- FRAME BUILDINGS ACCORDING TO LOCAL SITE CLASSES AND NUMBER OF STORY
شماره ركورد
35808
Abstract
In this study, it has been determined that ratio of shear wall required for shear wall- frame systems as regards to Z1,Z2 and Z3 local site class by the method of virtuel work theory. Thus 7 and 9 storey reinforced concrete structures have been designed in 1st and 2st earthquake area with I=1.0 building seismic importance factor. These designed structures have been analyzed by SAP 2000 structural analysis program. Story drifts have been determined according to storey displacements calculated from the analysis and compared with interstorey drift capacity specified in DBYBHY-2007 (Specifications for the Buildings to Be Constructed in Earthquake Ares, 2007). The aim of this study is developing an approach a shear wall ratio for designers.
From Page
74
NaturalLanguageKeyword
Story drift , Local site class , Shear wall ratio
JournalTitle
Sdu International Technologic Science
To Page
86
JournalTitle
Sdu International Technologic Science
Link To Document