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Journal of Earthquake Engineering - v. 15, n. 3 (2011)

Publié:	2011

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Rodríguez, Ramsés / Escobar, J. Alberto / Gomez, Roberto	The Baseline Stiffness Method for Damage Detection in Buildings Without Baseline Modal Parameters	433-448
Zonta, Daniele / Loss, Cristiano / Piazza, Maurizio / Zanon, Paolo	Direct Displacement-Based Design of Glulam Timber Frame Buildings	491-510
Ruiz-García, Jorge	Inelastic Displacement Ratios for Seismic Assessment of Structures Subjected to Forward-Directivity Near-Fault Ground Motions	449-468
Jalayer, Fatemeh / Elefante, Ludovica / Iervolino, Iunio / Manfredi, Gaetano	Knowledge-Based Performance Assessment of Existing RC Buildings	362-389
Pagliaroli, Alessandro / Lanzo, Giuseppe / d'Elia, Beniamino	Numerical Evaluation of Topographic Effects at the Nicastro Ridge in Southern Italy	404-432
Ge, Hanbin / Chen, Xi / Matsui, Nobuyuki	Seismic Demand on Shear Panel Dampers Installed in Steel-Framed Bridge Pier Structures	339-361
van de Lindt, John W. / Liu, Hongyan / Symans, Michael D. / Shinde, Jayesh K.	Seismic Performance and Modeling of a Half-Scale Base-Isolated Wood Frame Building	469-490
Kazantzi, A. K. / Righiniotis, T. D. / Chryssanthopoulos, M. K.	A Simplified Fragility Methodology for Regular Steel MRFs	390-403

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IssueID
26665
Publié(e) le:
06.01.2019
Modifié(e) le:
11.06.2020

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