Bulletin of Earthquake Engineering - v. 19, n. 1 (octobre 2020)

Publié:	octobre 2020

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Miranda, Julio C.	Analytical parameters for equal mode damping ratio inducing TMDs for seismic response reduction	263-285
Shekhar, N. K. / Parulekar, Y. M. / Nagender, T. / Chattopadhyay, J.	Assessment of hysteretic damping in reinforced concrete structures using local hinge characteristics	135-160
Pollini, Andrea Vittorio / Buratti, Nicola / Mazzotti, Claudio	Behavior factor of concrete portal frames with dissipative devices based on carbon-wrapped steel tubes	553-578
Özcebe, A. G. / Giretti, D. / Bozzoni, F. / Fioravante, V. / Lai, C. G.	Centrifuge and numerical modelling of earthquake-induced soil liquefaction under free-field conditions and by considering soil–structure interaction	47-75
Wang, J. H.	Cyclic behaviors of reinforced concrete beam-column joints with debonded reinforcements and beam failure: experiment and analysis	101-133
Ahmad, Naveed / Masoudi, Mostafa / Salawdeh, Suhaib	Cyclic response and modelling of special moment resisting beams exhibiting fixed-end rotation	203-240
Erkmen, Bulent	Effects of unbonded steel layout on seismic behavior of post-tensioned precast concrete shear walls	179-201
Malomo, D. / Morandini, C. / Crowley, H. / Pinho, R. / Penna, A.	Impact of ground floor openings percentage on the dynamic response of typical Dutch URM cavity wall structures	403-428
Mazza, Fabio / Donnici, Angelo	In-plane and out-of-plane seismic damage of masonry infills in existing r.c. structures: the case study of De Gasperi-Battaglia school in Norcia	345-376
Requena-Garcia-Cruz, Maria-Victoria / Morales-Esteban, Antonio / Durand-Neyra, Percy / Zapico-Blanco, Beatriz	Influence of the constructive features of RC existing buildings in their ductility and seismic performance	377-401
Kazemi, F. / Miari, M. / Jankowski, R.	Investigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFs	317-343
Jia, Fu / Jianwen, Liang / Zhenning, Ba	Model errors caused by rigid-foundation assumption in soil-structure interaction: a comparison of responses of a soil-structure-flexible foundation system and a rigid foundation system	77-99
Hammad, Ali / Moustafa, Mohamed A.	Numerical analysis of special concentric braced frames using experimentally-validated fatigue and fracture model under short and long duration earthquakes	287-316
Çağnan, Zehra	On how the ergodic assumption influences seismic risk	1-25
Hoveidae, Nader / Radpour, Saeed	Performance evaluation of buckling-restrained braced frames under repeated earthquakes	241-262
Romano, Fabio / Alam, Mohammad S. / Zucconi, Maria / Faggella, Marco / Barbosa, Andre R. / Ferracuti, Barbara	Seismic demand model class uncertainty in seismic loss analysis for a code-designed URM infilled RC frame building	429-462
Matta, Emiliano	Seismic effectiveness and robustness of tuned mass dampers versus nonlinear energy sinks in a lifecycle cost perspective	513-551
Natale, Andrea / Del Vecchio, Ciro / Di Ludovico, Marco	Seismic retrofit solutions using base isolation for existing RC buildings: economic feasibilty and pay-back time	483-512
Pavel, Florin	Seismic risk assessment of on-ground circular reinforced concrete and prestressed concrete water tanks using stochastic ground motion simulations	161-178
Papadopoulos, Konstantinos A.	Seismic stability assessment of an ancient dry stone defensive wall	463-482
Varone, C. / Lenti, L. / Martino, S. / Semblat, J. F.	Spatial variability of the urban ground motion in a highly heterogeneous site-city configurations	27-45

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IssueID
54848
Publié(e) le:
05.01.2021
Modifié(e) le:
05.01.2021

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International Association for Bridge and Structural Engineering (IABSE)

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Bulletin of Earthquake Engineering - v. 19, n. 1 (octobre 2020)

Articles dans ce numéro

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Bulletin of Earthquake Engineering - v. 19, n. 1 (octobre 2020)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

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