Performance of composite steel/concrete members under earthquake loading. Part I: Analytical model

Author:

Elnashai A. S.,Elghazouli A. Y.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. Uniform Building Code Standards, UBC, International Conference of Building Officials, Whittier, California, U.S.A., 1982.

2. Architectural Institute of Japan: Limit State Design, Standard for Limit State Design of Steel Structures, Architectural Institute of Japan, 1st draft, 1990.

3. ‘A new design method of long composite beam-columns’, 2nd int. colloquium stability struct, static dyn. loads Washington 742–756 (1977).

4. and , ‘Experimental study of the hysteretic characteristics of composite beam-columns’, U.S.-Japan seminar composite beam-columns', U.S.-Japan seminar composite struct. Gihodo Shuppan, Japan 197–211 (1980).

5. and , ‘Strength of biaxially loaded SRC columns’, Composite mixed construct., Proc. U.S./Japan joint seminar Seattle, Washington, ASCE 185–194 (1984).

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