Numerical study of fracture propagating through column and brace of Ashiyahama residential building in Kobe earthquake-Reference-Cited by-同舟云学术

Numerical study of fracture propagating through column and brace of Ashiyahama residential building in Kobe earthquake

Published:2005 Issue:2 Volume:14 Page:91-105
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Takabatake Hideo,Nonaka Taijiro,Tanaki Tatsuro

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference11 articles.

1. AIJ. 1997. Editorial committee for the report on the Hanshin-Awaji Earthquake Disaster. High-rise buildings for residence. Report on the Hanshin-Awaji Earthquake Disaster, Building Series Vol. 3: 142-161.

2. 1957. Strain hardening and strain-rate effects in the impact loading of cantilever beams. Report No. 28, Brown University Division of Applied Mathematics.

3. 1976. Guide to Stability Design Criteria for Metal Structures. Third Edition. John Wiley & Sons, Ltd: New York.

4. 1989. Structural Impact. Cambridge University Press: Cambridge, UK; 348-349.

5. 1994. International Handbook of Earthquake Engineering, Codes, Programs, and Examples. Chapman & Hall: London; 331-341.

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