DAMAGE DETECTION OF PILE FOUNDATIONS USING PENZIEN-TYPE LUMPED MASS MODEL
Author:
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/77/674/77_545/_pdf
Reference11 articles.
1. 4) Luco, J.E., Trifunac, M.D., Wong, H.L.: Isolation of Soil-Structure Interaction Effects by Full-scale Forced Vibration Tests, Earthquake Engineering and Structural Dynamics, Vol.16, pp.1-21, 1988
2. 5) Safak E.: Detection and Identification of Soil-Structure Interaction in Buildings from Vibration Recordings, Journal of Structural Engineering, Vol.121, No.5, ASCE, pp.899-906, 1995
3. 6) Stewart, J.P., Fenves, G.L.: System Identification for Evaluating Soil-Structure Interaction Effects in Buildings from Strong Motion Records, Earthquake Engineering and Structural Dynamics, Vol.27, pp.869-885, 1998
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