Failure mechanism of RC piers under impulsive vertical earthquake

被引：0
|
作者：
Miyamoto, A [1 ]
Beppu, M [1 ]
Brandes, K [1 ]
机构：
[1] Yamaguchi Univ, Dept Comp Sci & Syst Engn, Yamaguchi 753, Japan
来源：
STRUCTURES UNDER SHOCK AND IMPACT VII | 2002年 / 11卷
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper describes both experimental and analytical studies for the reappearance of a circumferential crack in reinforced concrete (RC) piers during the 1995 Great Hanshin earthquake in Japan. In this study, a new developed push-up impact test was performed for the RC pier models. The circumferential crack failure was occurred in the specimens and its failure process was taken by using the high-speed video camera. And also the multi-degree of freedom model analysis was adopted into verification of the circumferential crack failure mechanisms.
引用
收藏
页码：301 / 313
页数：13
相关论文
共 50 条
  • [1] Residual displacements of RC piers under action of earthquake
    Wang J.
    Li H.
    Yan J.
    Shi Y.
    2018, Chinese Vibration Engineering Society (37): : 130 - 134
  • [2] Analytical Assessment of the Effect of Vertical Earthquake Motion on RC Bridge Piers
    Kim, Sung Jig
    Holub, Curtis J.
    Elnashai, Amr S.
    JOURNAL OF STRUCTURAL ENGINEERING, 2011, 137 (02) : 252 - 260
  • [3] Experimental investigation of the behavior of RC bridge piers subjected to horizontal and vertical earthquake motion
    Kim, Sung Jig
    Holub, Curtis J.
    Elnashai, Amr S.
    ENGINEERING STRUCTURES, 2011, 33 (07) : 2221 - 2235
  • [4] Role of transverse reinforcement on ductility and failure mode of RC bridge piers subject to earthquake motion
    Abdelkareem, Khairy Hassan
    Machida, Atsuhiko
    Transactions of the Japan Concrete Institute, 1997, 19 : 163 - 170
  • [5] Evaluation of earthquake deformation and performance for RC bridge piers
    Lee, DH
    Choi, E
    Zi, G
    ENGINEERING STRUCTURES, 2005, 27 (10) : 1451 - 1464
  • [6] Numerical investigation of the influence of cross-sectional shape and corrosion damage on failure mechanisms of RC bridge piers under earthquake loading
    Ebrahim Afsar Dizaj
    Mohammad M. Kashani
    Bulletin of Earthquake Engineering, 2020, 18 : 4939 - 4961
  • [7] Numerical investigation of the influence of cross-sectional shape and corrosion damage on failure mechanisms of RC bridge piers under earthquake loading
    Dizaj, Ebrahim Afsar
    Kashani, Mohammad M.
    BULLETIN OF EARTHQUAKE ENGINEERING, 2020, 18 (10) : 4939 - 4961
  • [8] Failure mechanism of steel box piers under cyclic loading
    Otsuka, H
    Egawa, S
    Tajima, H
    Takena, K
    STABILITY AND DUCTILITY OF STEEL STRUCTURES, 1998, : 309 - 318
  • [9] Failure monitoring of the collapsed group of RC piers of the hanshin expressway during the 1995 Hanshin Great Earthquake
    Hassani, N
    Takada, S
    Nakajima, K
    PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTING IN CIVIL AND BUILDING ENGINEERING, VOLS 1-4, 1997, : 1253 - 1258
  • [10] Study of dynamic damage mechanism of RC piers
    Yan, GP
    Zhang, HR
    He, X
    ADVANCES IN STRUCTURAL ENGINEERING, 1995, : 143 - 149
12345