Seismic fragility of reinforced concrete structures using a response surface approach

被引：33

作者：

Franchin, P

Lupoi, A

Pinto, PE

Schotanus, MI

机构：

[1] Univ Roma La Sapienza, Dept Struct & Geotech Engn, I-00197 Rome, Italy

[2] ROSE Sch, I-27100 Pavia, Italy

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2003年 / 7卷

关键词：

multiple failure mechanisms; recorded accelerograms; experimental plans; mixed statistical model; conditional likelihood; FORM/SORM;

D O I：

10.1142/S1363246903000961

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A statistical approach for time-variant system-reliability problems has been developed and investigated in this study. The basic proposal is to use a response surface, characterised by a statistical model of the mixed type, to represent the capacity part in an analytical limit state function. The fragility of the system is then calculated by SORM analysis, with the constructed empirical limit state function as input. The developed method has been applied to a reinforced concrete frame: investigations have been carried out to check the stability and accuracy of the suggested procedure.

引用

页码：45 / 77

页数：33

共 13 条

[1]

Benjamin JR., 1970, PROBABILITY STAT DEC

[2]

Box G, 1987, EMPIRICAL MODEL BUIL

[3]

CARR AJ, 1998, RUAUMOKO FORTRAN PRO

[4]

*CUR, 1997, KANS COV TECHN DEEL, V1