Shell elements for sequentially linear analysis: Lateral failure of masonry structures

被引：22
|
作者：
DeJong, Matthew J. [1 ]
Belletti, Beatrice [2 ]
Hendriks, Max A. N. [3 ]
Rots, Jan G. [3 ,4 ]
机构：
[1] MIT, Bldg Technol Program, Cambridge, MA 02139 USA
[2] Univ Parma, Dept Civil & Environm Engn & Architecture, I-43100 Parma, Italy
[3] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2600 GA Delft, Netherlands
[4] Delft Univ Technol, Fac Architecture, NL-2600 GA Delft, Netherlands
来源：
ENGINEERING STRUCTURES | 2009年 / 31卷 / 07期
关键词：
Sequentially linear analysis; Finite element analysis; Shell elements; Fracture; Masonry; MODEL;
D O I：
10.1016/j.engstruct.2009.02.007
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Shell elements are incorporated into the sequentially linear analysis method allowing the modeling of three-dimensional structures under non-proportional loading. The shell element implementation is first presented and then applied to simulate two previous experimental tests on full-scale unreinforced masonry structures under cyclic loading. Experimental cyclic envelopes and three-dimensional failure mechanisms are effectively predicted, providing further evidence to support sequentially linear analysis as an alternative to non-linear analysis in the finite element framework. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码：1382 / 1392
页数：11
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