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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Earthquake Engineering and Structural Dynamics - v. 19, n. 5 (Juli 1990)

Erschienen:	Juli 1990

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Mossessian, Tomi K. / Dravinski, Marijan	Amplification of elastic waves by a three dimensional valley. Part 1: Steady state response	667-680
Mossessian, Tomi K. / Dravinski, Marijan	Amplification of elastic waves by a three dimensional valley. Part 2: Transient response	681-691
Hayashi, Yasuhiro / Katukura, Hiroshi	Effective time-domain soil-structure interaction analysis based on FFT algorithm with causality condition	693-708
Toki, Kenzo / Sato, Tadanobu / Kiyono, Junji / Garmroudi, Nozar Kishi / Emi, Susumu / Yoshikawa, Masaaki	Hybrid experiments on non-linear earthquake-induced soil-structure interaction	709-723
Hohberg, Jörg-Martin	A note on spurious oscillations in FEM joint elements	773-779
Shing, Pui-Shum B. / Manivannan, T.	On the accuracy of an implicit algorithm for pseudodynamic tests	631-651
Yang, Yeong-bin / Lee, Tzu-Ying / Tsai, I.-Chau	Response of multi-degree-of-freedom structures with sliding supports	739-752
Darbre, Georges R.	Seismic analysis of non-linearly base-isolated soil-structure interacting reactor building by way of the hybrid frequency-time-domain procedure	725-738
Loh, Chin-Hsiung / Ho, Ri-Chuan	Seismic damage assessment based on different hysteretic rules	753-771
Chen, Harn C. / Taylor, Robert L.	Solution of viscously damped linear systems using a set of load-dependent vectors	653-665

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IssueID
14075
Veröffentlicht am:
11.12.2018
Geändert am:
28.07.2019

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