Influence of site conditions on seismic design parameters for foundations as determined via nonlinear site response analysis

Author:

Chaudhary Muhammad Tariq A.

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference63 articles.

1. Pender M J. Earthquake resistant design of foundations. Bulletin-New Zealand National Society for Earthquake Engineering, 1996, 29(3): 155–171

2. Romo M P, Mendoza M J, Garcia S R. Geotechnical factors in seismic design of foundations- state-of-the-art report. Bulletin of the New Zealand Society for Earthquake Engineering, 2000, 33(3): 347–370

3. Pitilakis K D, Raptakis D G, Makra K A. Site effects: Recent considerations and design provisions. In: Proceedings 2nd International Conference on Earthquake Geotechnical Engineering. Lisbon: A. A. Balkema, 1999: 901–912

4. Trifunac M D. Site conditions and earthquake ground motion—A review. Soil Dynamics and Earthquake Engineering, 2016, 90: 88–100

5. NEHRP. Recommended Seismic Provisions for New Buildings and Other Structures, FEMA P-1050-1, Part 1 (Provisions) and Part 2 (Commentary). Washington, D.C.: Building Seismic Safety Council, 2015

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