Bulletin of Earthquake Engineering - v. 17, n. 6 (April 2019)

Published:	April 2019

Articles in this Issue

Author(s)	Title	Page(s)
Amarloo, Nader / Emami, Ali R.	A 3-dimensional perspective for inter-storey drift, ductility and damage distributions in plan-irregular RC buildings considering seismic orientation effect	3447-3474
Kowsari, Milad / Halldórsson, Benedikt / Hrafnkelsson, Birgir / Snæbjörnsson, Jónas Þór / Jónsson, Sigurjón	Calibration of ground motion models to Icelandic peak ground acceleration data using Bayesian Markov Chain Monte Carlo simulation	2841-2870
Wu, Hao / Zhou, Ying / Liu, Wenguang	Collapse fragility analysis of self-centering precast concrete walls with different post-tensioning and energy dissipation designs	3593-3613
El Jisr, Hammad / Elkady, Ahmed / Lignos, Dimitrios G.	Composite steel beam database for seismic design and performance assessment of composite-steel moment-resisting frame systems	3015-3039
Dell'Aglio, Giuseppe / Montuori, Rosario / Nastri, Elide / Piluso, Vincenzo	Consideration of second-order effects on plastic design of steel moment resisting frames	3041-3070
Dammala, Pradeep Kumar / Kumar, Shiv Shankar / Murali Krishna, A. / Bhattacharya, Subhamoy	Dynamic soil properties and liquefaction potential of northeast Indian soil for non-linear effective stress analysis	2899-2933
Lagomarsino, Sergio / Cattari, Serena / Ottonelli, Daria / Giovinazzi, Sonia	Earthquake damage assessment of masonry churches: proposal for rapid and detailed forms and derivation of empirical vulnerability curves	3327-3364
Aşıkoğlu, Abide / Avşar, Özgür / Lourenço, Paulo B. / Silva, Luís C.	Effectiveness of seismic retrofitting of a historical masonry structure: Kütahya Kurşunlu Mosque, Turkey	3365-3395
Baziar, Mohammad Hasan / Heidari Hasanaklou, Sajjad / Saeedi Azizkandi, Alireza	Evaluation of EPS wall effectiveness to mitigate shallow foundation deformation induced by reverse faulting	3095-3117
Sun, Limin / Xie, Wen	Experimental assessment of soil–structure interaction effects on a super long-span cable-stayed-bridge with pile group foundations	3169-3196
Butenweg, Christoph / Marinković, Marko / Salatic, Ratko	Experimental results of reinforced concrete frames with masonry infills under combined quasi-static in-plane and out-of-plane seismic loading	3397-3422
Xu, Long-He / Xie, Xing-Si / Yao, Shi-Qian / Li, Zhong-Xian	Hysteretic behavior and failure mechanism of an assembled self-centering brace	3573-3592
Tong, Jing-Zhong / Guo, Yan-Lin / Pan, Wen-Hao / Zhou, Peng / Wang, Meng-Zheng	Hysteretic performance of inverted-V patterned BRB systems considering vertical pre-compression effects	3197-3232
Dong, Huihui / Du, Xiuli / Han, Qiang / Bi, Kaiming / Hao, Hong	Hysteretic performance of RC double-column bridge piers with self-centering buckling-restrained braces	3255-3281
Wang, Xiao-Qiang / Xu, Li-Yan / Tao, Mu-Xuan	Influence of slab spatial composite effect on dynamic behaviour of composite frame structures under earthquake excitation	3071-3094
Pachla, Filip / Kowalska-Koczwara, Alicja / Tatara, Tadeusz / Stypuła, Krzysztof	The influence of vibration duration on the structure of irregular RC buildings	3119-3138
García-Fernández, Mariano / Gehl, Pierre / Jiménez, Maria-Jose / d'Ayala, Dina	Modelling Pan-European ground motions for seismic hazard applications	2821-2840
Gentile, Roberto / Pampanin, Stefano / Raffaele, Domenico / Uva, Giuseppina	Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 1—mechanical interpretation of the infill/frame interaction and formulation of the procedure	3283-3304
Gentile, Roberto / Pampanin, Stefano / Raffaele, Domenico / Uva, Giuseppina	Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 2—parametric analysis and validation of the procedure	3305-3326
Güneş, Necmettin / Ulucan, Zülfü Çınar	Nonlinear dynamic response of a tall building to near-fault pulse-like ground motions	2989-3013
Mazza, Fabio	A plastic-damage hysteretic model to reproduce strength stiffness degradation	3517-3544
Casagrande, Daniele / Doudak, Ghasan / Polastri, Andrea	A proposal for the capacity-design at wall- and building-level in light-frame and cross-laminated timber buildings	3139-3167
Kia, M. / Banazadeh, M. / Bayat, M.	Rapid seismic loss assessment using new probabilistic demand and consequence models	3545-3572
Chatterjee, Kaustav / Choudhury, Deepankar / Rao, Vansittee Dilli / Poulos, Harry G.	Seismic response of single piles in liquefiable soil considering P-delta effect	2935-2961
Mazza, Fabio / Mazza, Mirko	Seismic retrofitting of gravity-loads designed r.c. framed buildings combining CFRP and hysteretic damped braces	3423-3445
Tsioulou, Alexandra / Taflanidis, Alexandros A. / Galasso, Carmine	Validation of stochastic ground motion model modification by comparison to seismic demand of recorded ground motions	2871-2898
Gremer, Nadia / Adam, Christoph / Medina, Ricardo A. / Moschen, Lukas	Vertical peak floor accelerations of elastic moment-resisting steel frames	3233-3254
Raj, Dhiraj / Singh, Yogendra / Kaynia, Amir M.	V–H–M seismic capacity envelopes of strip foundations on slopes for capacity design of structure-foundation system	2963-2987

About this
data sheet
IssueID
28560
Published on:
28/06/2019
Last updated on:
28/06/2019

Advertisement

Structurae cooperates with

International Association for Bridge and Structural Engineering (IABSE)

Advertisement

Bulletin of Earthquake Engineering - v. 17, n. 6 (April 2019)

Articles in this Issue

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.

Required Data

Bulletin of Earthquake Engineering - v. 17, n. 6 (April 2019)

Articles in this Issue

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

Required Data

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.