Earthquake Engineering and Structural Dynamics - v. 45, n. 14 (novembre 2016)

Publié:	novembre 2016

Auteur(s)	Titre	Page(s)
Steele, Taylor C. / Wiebe, Lydell D. A.	Dynamic and equivalent static procedures for capacity design of controlled rocking steel braced frames	2349-2369
Mitoulis, Stergios A. / Palaiochorinou, Anastasia / Georgiadis, Ilias / Argyroudis, Sotiris	Extending the application of integral frame abutment bridges in earthquake-prone areas by using novel isolators of recycled materials	2283-2301
Shoujun, Wu / Peng, Pan / Dongbin, Zhang	Higher mode effects in frame pin-supported wall structure by using a distributed parameter model	2371-2387
Chang, Zhiwang / Sun, Xiaodan / Zhai, Changhai / Zhao, John X. / Xie, Lili	improved energy-based approach for selecting pulse-like ground motions	2405-2411
Rinaldin, Giovanni / Amadio, Claudio / Macorini, Lorenzo	macro-model with nonlinear springs for seismic analysis of URM buildings	2261-2281
Fereshtehnejad, Ehsan / Shafieezadeh, Abdollah	Multiple hazard incidents lifecycle cost assessment of structural systems considering state-dependent repair times and fragility curves	2327-2347
Mosalam, Khalid M. / Günay, Selim / Takhirov, Shakhzod	Response evaluation of interconnected electrical substation equipment using real-time hybrid simulation on multiple shaking tables	2389-2404
Pan, Kuan-Yu / Wu, An-Chien / Tsai, Keh-Chyuan / Li, Chao-Hsien / Khoo, Hsen-Han	Seismic retrofit of reinforced concrete frames using buckling-restrained braces with bearing block load transfer mechanism	2303-2326
Lourenço, Paulo B. / Leite, João M. / Paulo-Pereira, Manuel F. / Campos-Costa, A. / Candeias, P. X. / Mendes, Nuno	Shaking table testing for masonry infill walls: unreinforced versus reinforced solutions	2241-2260

Auteur(s)

Titre

Page(s)

Steele, Taylor C. / Wiebe, Lydell D. A.

Dynamic and equivalent static procedures for capacity design of controlled rocking steel braced frames

2349-2369

Mitoulis, Stergios A. / Palaiochorinou, Anastasia / Georgiadis, Ilias / Argyroudis, Sotiris

Extending the application of integral frame abutment bridges in earthquake-prone areas by using novel isolators of recycled materials

2283-2301

Shoujun, Wu / Peng, Pan / Dongbin, Zhang

Higher mode effects in frame pin-supported wall structure by using a distributed parameter model

2371-2387

Chang, Zhiwang / Sun, Xiaodan / Zhai, Changhai / Zhao, John X. / Xie, Lili

improved energy-based approach for selecting pulse-like ground motions

2405-2411

Rinaldin, Giovanni / Amadio, Claudio / Macorini, Lorenzo

macro-model with nonlinear springs for seismic analysis of URM buildings

2261-2281

Fereshtehnejad, Ehsan / Shafieezadeh, Abdollah

Multiple hazard incidents lifecycle cost assessment of structural systems considering state-dependent repair times and fragility curves

2327-2347

Mosalam, Khalid M. / Günay, Selim / Takhirov, Shakhzod

Response evaluation of interconnected electrical substation equipment using real-time hybrid simulation on multiple shaking tables

2389-2404

Pan, Kuan-Yu / Wu, An-Chien / Tsai, Keh-Chyuan / Li, Chao-Hsien / Khoo, Hsen-Han

Seismic retrofit of reinforced concrete frames using buckling-restrained braces with bearing block load transfer mechanism

2303-2326

Lourenço, Paulo B. / Leite, João M. / Paulo-Pereira, Manuel F. / Campos-Costa, A. / Candeias, P. X. / Mendes, Nuno

Shaking table testing for masonry infill walls: unreinforced versus reinforced solutions

2241-2260

Publicité

Earthquake Engineering and Structural Dynamics - v. 45, n. 14 (novembre 2016)

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Earthquake Engineering and Structural Dynamics - v. 45, n. 14 (novembre 2016)

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.

Données obligatoires

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.