Stochastic Finite-Element-Based Seismic Risk of Nonlinear Structures

Author:

Huh Jungwon1234,Haldar Achintya1234

Affiliation:

1. Associate Member, ASCE

2. P.E., Fellow, ASCE

3. Postdoctoral Res. Assoc., Yonsei Univ., Seoul 120-749, Republic of Korea; formerly, Grad. Res. Asst., Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ 85721. E-mail: jwonhuh@hanmail.net

4. Prof., Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ 85721. E-mail: haldar@u.arizona.edu

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. American Institute of Steel Construction (AISC). ( 1994). Manual of steel construction: Load and resistance factor design Chicago.

2. Box G. P. William G. H. and Hunter J. ( 1978). Statistics for experimenters: An introduction to design data analysis and modeling building Wiley New York.

3. Box M. J. and Wilson K. B. ( 1951). “On the experimental attainment of optimum conditions (with discussion).” J. Royal Statistical Society London B13 1–45.

4. Bucher C. G. and Bourgund U. ( 1990). “A fast and efficient response surface approach for structural reliability problems.” Struct. Safety Amsterdam 7 57–66.

5. Bucher C. G. Chen Y. M. and Schüller G. I. ( 1989). “Time variant reliability analysis utilizing response surface approach.” Proc. 2nd International Federation for Information Processing Working Group 7.5 Conf. Springer Berlin.

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