Inelastic Displacement Ratios for Design of Structures on Soft Soils Sites-Reference-Cited by-同舟云学术

Inelastic Displacement Ratios for Design of Structures on Soft Soils Sites

Published:2004-12 Issue:12 Volume:130 Page:2051-2061
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ruiz-García Jorge¹,Miranda Eduardo²

Affiliation:

1. Ph D. Candidate, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford CA 94305.

2. Assistant Professor, Dept. of Civil and Environmental Engineering Stanford Univ., Stanford CA 94305.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A12%282051%29

Reference24 articles.

1. Alonso J. Miranda E. and Santa-Ana P. ( 1996). “Inelastic displacement demands for structures built on soft soils.” Proc. 11th World Conf. on Earthquake Engineering Paper 40 Elsevier Oxford England.

2. Bates D.M. and Watts D.G. ( 1988). Nonlinear regression analysis and its applications Wiley New York.

3. Benjamin J.R. and Cornell C.A. ( 1970). Probability statistics and decision for civil engineers McGraw–Hill New York.

4. Inelastic spectra for displacement-based seismic design

5. Building Seismic Safety Council (BSSC. ( 1988). “NEHRP recommended provisions for seismic regulations for new buildings and other structures.” Rep. No. FEMA 95 (Provisions) and FEMA 96 (Commentary) Federal Emergency Management Agency Washington D.C.

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