Influence of Relative Lateral Stiffness and Dynamic Characteristics of Pile Foundation and Superstructure on SSPSI Response of Pile-Supported Structure: Experimental Study Using Shake Table-Reference-Cited by-同舟云学术

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Influence of Relative Lateral Stiffness and Dynamic Characteristics of Pile Foundation and Superstructure on SSPSI Response of Pile-Supported Structure: Experimental Study Using Shake Table

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

DebRoy Swagata¹,Saha Rajib²

Affiliation:

1. Research Scholar, National Institute of Technology Agartala, Jirania 799046, Tripura (West), India.

2. Associate Professor, Dept. of Civil Engineering, National Institute of Technology Agartala, Jirania 799046, Tripura (West), India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8816

Reference52 articles.

1. Equivalent linearization parameters of soil-MDOF structure systems subjected to pulse-like earthquakes

2. ATC (Applied Technology Council). 1978. Tentative provisions for the development of seismic regulations of buildings: A cooperative effort with the design profession, building code interests and the research community. Washington, DC: ATC. National Bureau of Standards, Superintendent of Documents.

3. Model Container Design for Soil-Structure Interaction Studies

4. Collapse of Showa Bridge during 1964 Niigata earthquake: A quantitative reappraisal on the failure mechanisms

5. BIS (Bureau of Indian Standards). 1984. Indian standard code of criteria for earthquake resistant design of structures. IS: 1893 Part 1. New Delhi, India: BIS.

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