Structural Robustness Analysis and the Fast Fracture Analogy

Author:

Smith John William1

Affiliation:

1. Dept. of Civil Eng., University of Bristol, UK

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference6 articles.

1. Institution of Structural Engineers. Safety in tall buildings. Report by an international working group, Institution of Structural Engineers, London, July 2002.

2. National Institute of Standards and Technology. NCSTAR1 (DRAFT): Final Report of the National Construction Safety Team on the Collapses of the World Trade Center Towers (Draft). National Institute of Standards and Technology, September 2005.

3. Yankelevsky, D. Z.; Yagust, V. I.; Dancygler, A. N.; Schwarz, S. Final state of damage in buildings subjected to extreme loading. Proceedings of XL2003, Response of Structures to Extreme Loading, Elsevier, Toronto, August, 2003.

4. Strugatsky, J. M. Strength ensuring of large-panel buildings on local failure of their bearing structures. In: Investigation of bearing concrete and reinforced concrete structures of multistory precast buildings, LVOV, G. N. L.; STRUGATSKY, J. M, (74–111), MNIITEP, Moscow, (in Russian), 1980.

5. Smith, J. W. Structural Robustness Analysis. Department of Civil Engineering, University of Bristol, Report No UBCE/JWS/2005/01, October 2005.

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