Simplified inverse stiffness design for nonlinear soil amplification-Reference-Cited by-同舟云学术

Simplified inverse stiffness design for nonlinear soil amplification

Published:2002-11 Issue:11 Volume:24 Page:1369-1381
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Takewaki I.,Fujii N.,Uetani K.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference17 articles.

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2. Lysmer J, Udaka T, Tsai CF, Seed HB. flush: A computer program for approximate 3-D analysis of soil–structure interaction problems. Earthquake Engineering Research Center Report/No. EERC 75-30, University of California, Berkeley; 1975.

3. Earthquake-response constrained design of pile-supported elastic shear buildings for site-dependent response spectra;Nakamura;Proc Ninth World Conf Earthquake Engng,1989

4. Sequential stiffness design for seismic drift ranges of a shear building-pile-soil system;Nakamura;Earthquake Engng Struct Dynamics,1996

5. Seismic frame design via inverse mode design of frame-ground systems;Takewaki;Soil Dynamics Earthquake Engng,1998

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2. SEISMIC STIFFNESS DESIGN OF PILE-SUPPORTED BUILDING STRUCTURES USING DYNAMIC WINKLER-TYPE SPRING MODELS;Journal of Structural and Construction Engineering (Transactions of AIJ);2003