Frame analysis and continuum damage mechanics

被引:24
作者
Florez-Lopez, J [1 ]
机构
[1] Univ Los Andes, Fac Ingn, Merida 5101, Venezuela
关键词
D O I
10.1016/S0997-7538(98)80086-7
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper a unified formulation for damage analysis of steel and reinforced concrete frame members is presented. This formulation is based on the methods of continuum damage mechanics and on the notion of inelastic hinges. Particular models for frames under monotonic, low cycle and cyclic loading are described. (C) Elsevier, Paris.
引用
收藏
页码:269 / 283
页数:15
相关论文
共 19 条
[1]  
BENDITO A, 1997, P 28 J SUL AM ENG ES
[2]   A SIMPLIFIED DAMAGE MECHANICS APPROACH TO NONLINEAR-ANALYSIS OF FRAMES [J].
CIPOLLINA, A ;
LOPEZINOJOSA, A ;
FLOREZLOPEZ, J .
COMPUTERS & STRUCTURES, 1995, 54 (06) :1113-1126
[3]  
CIPOLLINA A, 1995, REV INT METODOS NUME, V1, P3
[4]  
COHN MZ, 1979, J STRUCT DIV-ASCE, V105, P789
[5]  
CORDEBOIS JP, 1979, P EUROMECH, P115
[6]  
FANG IK, 1994, ACI STRUC J, V91
[7]  
FLOREZLOPEZ J, 1995, J STRUCTURAL ENG ASC, V121
[8]  
FLOREZLOPEZ J, 1993, REV EUROPEENNE ELEME, V2, P47
[9]  
INGLESSIS P, IN PRESS REV INT MET
[10]  
LADEVEZE P, 1983, P CNRS INT C FAIL CR