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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Earthquake Engineering and Structural Dynamics - v. 47, n. 12 (Oktober 2018)

Erschienen:	Oktober 2018

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Chácara, César / Cannizzaro, Francesco / Pantò, Bartolomeo / Caliò, Ivo / Lourenço, Paulo B.	Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach	2426-2446
Hernandez, Eric / Roohi, Milad / Rosowsky, David	Estimation of element‐by‐element demand‐to‐capacity ratios in instrumented SMRF buildings using measured seismic response	2561-2578
Giannopoulos, Dimitrios / Vamvatsikos, Dimitrios	Ground motion records for seismic performance assessment: To rotate or not to rotate?	2410-2425
Shi, Yuan / Stafford, Peter J.	Markov chain Monte Carlo ground‐motion selection algorithms for conditional intensity measure targets	2468-2489
Bamer, Franz / Markert, Bernd	A nonlinear visco-elastoplastic model for structural pounding	2490-2495
De Domenico, Dario / Ricciardi, Giuseppe	Optimal design and seismic performance of tuned mass damper inerter (TMDI) for structures with nonlinear base isolation systems	2539-2560
Shi, Yundong / Saburi, Kazuhiro / Nakashima, Masayoshi	Second-mode tuned mass dampers in base-isolated structures for reduction of floor acceleration	2519-2538
Tsai, Ching-Yi / Tsai, Keh-Chyuan / Chen, Li-Wei / Wu, An-Chien	Seismic performance analysis of BRBs and gussets in a full-scale 2-story BRB-RCF specimen	2366-2389
Lin, Pao-Chun / Takeuchi, Toru / Matsui, Ryota	Seismic performance evaluation of single damped-outrigger system incorporating buckling-restrained braces	2343-2365
Pelekis, Iason / Madabhushi, Gopal S. P. / DeJong, Matthew J.	Seismic performance of buildings with structural and foundation rocking in centrifuge testing	2390-2409
Dar, Amitabh / Konstantinidis, Dimitrios / El-Dakhakhni, Wael	Seismic response of rocking frames with top support eccentricity	2496-2518

Über diese
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IssueID
30067
Veröffentlicht am:
21.04.2023
Geändert am:
21.04.2023

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