Nonlinear analysis of a reinforced concrete building with a soft first story collapsed by the 1995 Hyogoken-Nanbu earthquake

Cement and Concrete Composites

Volumn 19, Issue 3, 1997, Pages 213-221

  Yoshimura, Manabu ^a  

^a TOKYO METROPOLITAN UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FAILURE ANALYSIS; REINFORCED CONCRETE; SHEAR STRENGTH; STRENGTH OF MATERIALS; STRUCTURAL MEMBERS;

DAMAGE; DISPLACEMENT; FIRST STORY COLLAPSE; NONLINEAR ANALYSIS; STRENGTH DETERIORATION;

CONCRETE BUILDINGS;

EID: 0031153415     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0958-9465(97)00016-4     Document Type: Article

References (4)

1. Takeda, T., Sozen, M. A. & Nielsesn, N. N., Reinforced concrete response to simulated earthquakes. Journal of Structural Division, ASCE, 96 (ST12) (1970) 2557-2573.
2. Hisada, T., Nakagawa, K. & Izumi, M., Earthquake response of structures having various restoring force characteristics. Proceedings of Japan Earthquake Engineering Symposium, November 1962, pp. 63-68.
3. Architectural Institute of Japan. Ultimate Strength and Deformation Capacity of Buildings in Seismic Design, October 1990 (in Japanese).
4. Hirosawa, M., Kitagawa, Y., Yamazaki, Y. & Teshigawara, M., Damages to Namioka municipal hospital due to 1983 Nihonkai-Chubu earthquake and its analysis. Concrete Journal, Japan Concrete Institute, 23 (12) (1985) 117-133 (in Japanese).