FINITE-ELEMENT MODEL FOR MASONRY SUBJECTED TO CONCENTRATED LOADS

被引：70

作者：

ALI, SS

PAGE, AW

机构：

[1] Dept. of Civ. Engrg. and Surveying, Univ. of Newcastle, NSW,2308, Australia

来源：

JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1988年 / 114卷 / 08期

关键词：

Brick masonry - Concentrated load - Deformation Characteristics - Finite element modelling (FEM) - Inplane loading - Local failure - Material non-linearity - Nonlinear characteristics - Nonlinear deformations - Two-materials;

D O I：

10.1061/(ASCE)0733-9445(1988)114:8(1761)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：1761 / 1784

页数：24

共 26 条

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[2]

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[5]

Argyris J. H., 1976, Computer Methods in Applied Mechanics and Engineering, V8, P215, DOI 10.1016/0045-7825(76)90046-3

[6]

BARONI E, 1979, 5TH P INT BRICK MAS, P459

[7]

BAZANT ZP, 1980, J ENG MECH DIV-ASCE, V106, P1287

[8]

CRISFIELD MA, 1982, P I CIVIL ENG PT 2, P135

[9] BIAXIAL STRESS-STRAIN RELATIONS FOR BRICK MASONRY [J].

DHANASEKAR, M ;

KLEEMAN, PW ;

PAGE, AW .

JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1985, 111 (05) :1085-1100

[10] THE INFLUENCE OF BRICK MASONRY INFILL PROPERTIES ON THE BEHAVIOR OF INFILLED FRAMES [J].

DHANASEKAR, M ;

PAGE, AW .

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1986, 81 :593-605

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