Probabilistic Capacity Models and Fragility Estimates for Reinforced Concrete Columns based on Experimental Observations-Reference-Cited by-同舟云学术

Probabilistic Capacity Models and Fragility Estimates for Reinforced Concrete Columns based on Experimental Observations

Author:

Gardoni Paolo¹,Der Kiureghian Armen²,Mosalam Khalid M.³

Affiliation:

1. Graduate Student, Dept. of Civil & Environmental Engineering, Univ. of California, Berkeley, CA 94720.

2. Taisei Professor of Civil Engineering, Dept. of Civil & Environmental Engineering, Univ. of California, Berkeley, CA 94720.

3. Assistant Professor, Dept. of Civil & Environmental Engineering, Univ. of California, Berkeley, CA 94720.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

Reference22 articles.

1. Shear strength of reinforced concrete members.;ASCE-ACI Joint Task Committee 426;J. Struct. Eng.,1973

2. An analysis of transformations (with discussion).;Box G. E. P.;J. R. Stat. Soc., Series B,1964

5. Ditlevsen O. and Madsen H. O. (1996). Structural reliability methods Wiley New York.

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