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

页码：1382 / 1392

页数：11

共 29 条

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