contributor author | N. Makris | |
contributor author | D. Badoni | |
contributor author | E. Delis | |
contributor author | G. Gazetas | |
date accessioned | 2017-05-08T20:55:17Z | |
date available | 2017-05-08T20:55:17Z | |
date copyright | October 1994 | |
date issued | 1994 | |
identifier other | %28asce%290733-9445%281994%29120%3A10%282992%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31822 | |
description abstract | A simple integrated procedure to analyze the problem of soil‐pile‐foundation‐superstructure interaction is presented. The procedure combines the available theories for the computation of the dynamic impedances and kinematic‐seismic response factors of pile foundations with a simple six‐degree‐of‐freedom structural model. The procedure is used to predict the response of the Painter Street Bridge located at Rio Dell, California, which was excited by the 1992 Petrolia earthquake. The predicted response with the proposed procedure is in very good agreement with recorded data, and the significance of considering the frequency dependent pile‐foundation impedances in predicting the superstructure response is demonstrated. | |
publisher | American Society of Civil Engineers | |
title | Prediction of Observed Bridge Response with Soil‐Pile‐Structure Interaction | |
type | Journal Paper | |
journal volume | 120 | |
journal issue | 10 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(1994)120:10(2992) | |
tree | Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 010 | |
contenttype | Fulltext | |