Are Current Design Spectra Sufficient for Soil-Structure Systems on Soft Soils?-Reference-Cited by-同舟云学术

Are Current Design Spectra Sufficient for Soil-Structure Systems on Soft Soils?

Published:2010 Issue: Volume: Page:79-87
ISSN:1573-6059
Container-title:Advances in Performance-Based Earthquake Engineering
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Author:

Ziotopoulou Aikaterini,Gazetas George

Publisher

Springer Netherlands

Link

http://link.springer.com/content/pdf/10.1007/978-90-481-8746-1_8.pdf

Reference36 articles.

1. Afra H, Pecker A (2001) Calculation of free field response spectrum of a non-homogeneous soil deposit from bed rock response spectrum. Soil Dyn Earthq Eng 22:157–165

2. Anastasopoulos I (2005) Fault rupture soil–foundation–structure–interaction (FR-SFSI), Doctoral Thesis, National Technical University of Athens, Greece

3. Bachman R, Bonneville D (2000) The seismic provisions of the 1997 Uniform Building Code. Earthq Spectra 16(1):85–100

4. Borcherdt RD (1994) Estimates of site-dependent response spectra for design (methodology and justification). Earthq Spectra 10(4):617–653

5. Building Seismic Safety Council (BSSC) The 2003 NEHRP recommended provisions for new buildings and other structures. Part 1: provisions, Federal Emergency Agency (FEMA 450), Washington DC

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