Simplified Method For Shear Strength Prediction Of Confined Masonry Walls Subjected To In Plane Loads

被引：3
|
作者：
Sreejith, P. P. [1 ]
Sivan, P. P. [2 ]
Praveen, A. [3 ]
Gajendran, C. [4 ]
Nisha, V [1 ]
机构：
[1] Vidya Acad Sci & Technol, Dept Civil Engn, Trichur 680501, India
[2] Govt Engn Coll, Dept Civil Engn, Trichur 680009, India
[3] Rajiv Gandhi Inst Technol, Dept Civil Engn, Kottayam 686501, Kerala, India
[4] Karunya Univ, Sch Civil Engn, Dept Civil Engn, Coimbatore 641114, Tamil Nadu, India
来源：
INTERNATIONAL CONFERENCE ON EMERGING TRENDS IN ENGINEERING, SCIENCE AND TECHNOLOGY (ICETEST - 2015) | 2016年 / 24卷
关键词：
EC6; Finite element models; In-plane loading; MSJC-2013; strut and tie model;
D O I：
10.1016/j.protcy.2016.05.022
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
The paper deals with the shear strength prediction of confined masonry wall subject to in-plane horizontal loading and to investigate the possibility of using strut and tie model for predicting the ultimate strength of confined masonry walls subjected to in plane loads. Shear strength of confined masonry wall subject to in plane horizontal loading are calculated using strut and tie analysis, MSJC-2013 recommendations, EC6 recommendations, and finite element analysis. The result obtained is compared to check the accuracy of the different methods used. (C) 2016 The Authors. Published by Elsevier Ltd.
引用
收藏
页码：155 / 160
页数：6
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