A Damage Index for the Seismic Analysis of Reinforced Concrete Members

被引：66

作者：

Rodriguez, Mario E. ^{[1
]}

Padilla, Daniel ^{[1
]}

机构：

[1] Natl Univ Mexico, Inst Ingn, Mexico City, DF, Mexico

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2009年 / 13卷 / 03期

关键词：

Seismic Damage; Damage Index; Seismic Analysis; Reinforced Concrete Elements; LOW-CYCLE FATIGUE; COLUMNS; MODEL;

D O I：

10.1080/13632460802597893

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This article proposes a damage index for the seismic analysis of Reinforced Concrete members using the hysteretic energy dissipated by a structural member and a drift ratio related to failure in the structure. The index was calibrated against observed damage in laboratory tests of 76 RC column units under various protocols. Values obtained in this calibration had acceptable agreement with the levels of damage observed in the test specimens. An analysis of the parameters involved in the definition of the proposed damage index shows the importance of displacement history in the drift ratio capacity of structures.

引用

页码：364 / 383

页数：20

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