Damage index for reinforced concrete columns

被引：3

作者：

Belkacem, Mounir Ait ^{[1
]}

Bechtoula, Hakim ^{[1
]}

Bourahla, Nouredine ^{[2
]}

Belkacem, Adel Ait ^{[3
]}

机构：

[1] Natl Earthquake Engn Res Ctr, Algiers, Algeria

[2] Ecole Natl Polytech, Civil Engn Dept, Lab LGSDS, El Harrach, Algeria

[3] Bab Ezzouar Univ Sci & Technol, USTHB, Bab Ezzouar, Algeria

来源：

GRADEVINAR | 2020年 / 72卷 / 02期

关键词：

reinforced concrete structures; earthquake; damage index; displacement ductility; SEISMIC DAMAGE; BEHAVIOR; DESIGN; MODEL;

D O I：

10.14256/JCE.2626.2019

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Severe earthquake ground motions can cause various levels of damage to reinforced concrete structures. Among others, damage index (DI) is a reliable means to quantitatively measure the extent of damage that can be endured by a structure in such circumstances. This paper outlines available concepts with a view to propose a new concept taking into account the displacement ductility of specimens loaded under low rotation angles or subjected to low fatigue test. The proposed DI has been successfully applied to predict damage levels in several case studies.

引用

页码：139 / 149

页数：11

共 38 条

[31] Stephens J., 1985, Structural Safety, V5, P22
[32] Tabeshpour MR, 2004, 13 WORLD C EARTHQ EN
[33] Taylor, 1997, 970006 NCEER STAT U
[34] A damage model for practical seismic design that accounts for low cycle fatigue
Teran-Gilmore, A
Jirsa, JO
[J]. EARTHQUAKE SPECTRA, 2005, 21 (03) : 803 - 832
[35] Performance-based seismic design of reinforced concrete ductile buildings subjected to large energy demands
Teran-Gilmore, Amador
Sanchez-Badillo, Alberto
Espinosa-Johnson, Marco
[J]. EARTHQUAKES AND STRUCTURES, 2010, 1 (01) : 69 - 91
[36] Watson S, 1989, 894 U CANT DEP CIV E, DOI 10.26021/1426
[37] Williams M.S., 1995, EARTHQ SPECTRA, V11, P319, DOI DOI 10.1193/1.1585817
[38] Failure analysis of one-story precast structures for near-fault and far-fault strong ground motions
Yuksel, E.
Surmeli, M.
[J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2010, 8 (04) : 937 - 953

← 1 2 3 4 →