A KINEMATIC INTERACTION MODEL FOR A LARGE-DIAMETER SHAFT FOUNDATION. AN APPLICATION TO SEISMIC DEMAND ASSESSMENT OF A BRIDGE SUBJECT TO COUPLED SWAYING-ROCKING EXCITATION-Reference-Cited by-同舟云学术

A KINEMATIC INTERACTION MODEL FOR A LARGE-DIAMETER SHAFT FOUNDATION. AN APPLICATION TO SEISMIC DEMAND ASSESSMENT OF A BRIDGE SUBJECT TO COUPLED SWAYING-ROCKING EXCITATION

Published:2005-01 Issue:sup2 Volume:9 Page:355-393
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Beltrami Carlo,Lai Carlo G.,Pecker Alain

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/10256018808623883

Reference56 articles.

1. Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes

2. Calculation of free field response spectrum of a non-homogeneous soil deposit from bed rock response spectrum

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