Optimum Assessment of Irregular Three‐Dimensional Seismic Buildings

Author:

Truman Kevin Z.,Cheng Franklin Y.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. Applied Technology Council. (1978). Tentative provisions for the development of seismic regulations for buildings . ATC‐03‐06 Nat. Sci. Foundation and Nat. Bureau of Standards NBS Special Publication 510 NSF Publication 78‐8 Washington D.C.

2. Cheng F. Y. and Truman K. Z. (1983). “Optimization of 3‐D building systems for static and seismic loading.” Modeling and Simulation in Engineering III North‐Holland Publishing Co. New York N.Y. 315–326.

3. Cheng F. Y. and Truman K. Z. (1985). Optimal design of 3‐D reinforced concrete and steel buildings subjected to static and seismic loads including code provisions. Final Report Series 85‐20 for Nat. Sci. Foundation U.S. Dept. of Commerce NTIS Access No. PB87‐168564/AS Washington D.C.

4. Optimum structural design for simultaneous multicomponent static and dynamic inputs

5. Haug E. J. and Arora J. S. (1979). Applied optimal design . John Wiley and Sons New York N.Y.

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