Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. II: Damage Mode of Single Reinforced Concrete Piers

被引：49

作者：

Hashimoto, Satoko ^{[1
]}

Fujino, Yozo

Abe, Masato ^{[2
]}

机构：

[1] Univ Tokyo, Dept Civil Engn, Japan Soc Promot Sci Young Scientists, Bunkyo Ku, Tokyo 1138656, Japan

[2] BMG Corp, Mihama Ku, Chiba 2617125, Japan

来源：

JOURNAL OF BRIDGE ENGINEERING | 2005年 / 10卷 / 01期

关键词：

Earthquake damage; Japan; Concrete; reinforced; Shear strength; Flexural strength; Bridges; highway; viaducts; piers;

D O I：

10.1061/(ASCE)1084-0702(2005)10:1(54)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The damage mode that single reinforced concrete (RC) piers of the Hanshin Expressway Kobe Route suffered during the 1995 Kobe earthquake is discussed. On the Kobe Route, many single RC piers suffered from flexural mode damage; however, some suffered from shear failure, and most shear failure occurred in piers with rectangular cross sections. The flexural and shear capacity of each pier are calculated based on the design documents, and the ratio of flexure to shear capacity, r, is calculated by taking into account the mass of the pier column. It is found that the damage mode (flexure or shear) in the severely damaged single RC piers from P1 to P350 can be explained by the value of r, either >1.0 (flexural mode) or <1.0 (shear mode).

引用

页码：54 / 60

页数：7

共 44 条

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