Author/Authors
SİVRİ, Mustafa Süleyman Demirel Üniversitesi - Teknik Bilimler Meslek Yüksekokulu - İnşaat Teknolojisi Bölümü, Turkey , KUYUCULAR, Adnan Pamukkale Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Turkey , ÇELİK, İlyas Devran Süleyman Demirel Üniversitesi - Mühendislik Fakültesi - İnşaat Bölümü, Türkiye
Title Of Article
Comparision of ANSYS and STA4-CAD Analysis Results of Reinforced Concrete Frames with Shear Wall
شماره ركورد
41278
Abstract
Later added infill walls of the structure (reinforcement shear walls) increases the earthquake resistance of reinforced concrete structure significantly (and practical – low cost). Indeed, at present the most effective and common method to increase the existing poor earthquake resistance of a structure is to infill reinforcement shear walls. Therefore, many of the latest experimental and theoretical researchs focused on the shear walls.In this study, non-linear behaviors under lateral loading of reinforced concrete frames, which reinforced with the addition of partially reinforced concrete shear walls (also lab tested) were analyzed by ANSYS program which uses finite elements method. A weak two - storey and two - spans of the frame (bare frame and streghtened with infill walls structure) inelastic analysis made with ANSYS and STA4-CAD programs. These obtained four results compared with each other.
From Page
26
NaturalLanguageKeyword
Partial reinforced shear wall , strengthened , nonlineer finite element analysis , ANSYS
JournalTitle
Sdu Journal Of Technical Sciences
To Page
34
JournalTitle
Sdu Journal Of Technical Sciences
Link To Document