Engineering Structures - mai 2018

Publié:	mai 2018

Auteur(s)	Titre	Page(s)
Mangalathu, Sujith / Heo, Gwanghee / Jeon, Jong-Su	Artificial neural network based multi-dimensional fragility development of skewed concrete bridge classes	166-176
Lan, Xiaoyi / Chen, Junbo / Chan, Tak-Ming / Young, Ben	The continuous strength method for the design of high strength steel tubular sections in compression	177-187
Anania, Laura / Badalá, Antonio / D'Agata, Giuseppe	Damage and collapse mode of existing post tensioned precast concrete bridge: The case of Petrulla viaduct	226-244
Pachón, Pablo / Castro, Rafael / García-Macías, Enrique / Compán, Víctor / Puertas, Esther	E. Torroja's bridge: Tailored experimental setup for SHM of a historical bridge with a reduced number of sensors	11-21
Gao, Peng / Wang, Jian / Li, Zhongyuan / Hong, Li / Wang, Zhiliang	Effects of predamage on the compression performance of CFRP-confined rectangular steel reinforced concrete columns	109-120
Oliveto, Nicholas D. / Reinhorn, Andrei M.	Evaluation of as-installed properties of transformer bushings	29-36
Wang, Xuan / Lam, Chi Chiu / Iu, Vai Pan	Experimental investigation of in-plane shear behaviour of grey clay brick masonry panels strengthened with SRG	84-96
Yuan, Guanglin / Yang, Biao / Huang, Zhaohui / Tan, Xiaozhe	Experimental study on the stability of the transmission tower with hybrid slab foundation	151-165
Aggarwal, Karnik / Wu, Sam / Papangelis, John	Finite element analysis of local shear buckling in corrugated web beams	37-50
Xue, Xutian / Chen, Nian-Zhong	Fracture mechanics analysis for a mooring system subjected to Gaussian load processes	188-197
De Domenico, D. / Falsone, G. / Ricciardi, G.	Improved response-spectrum analysis of base-isolated buildings: A substructure-based response spectrum method	198-212
Zubydan, Ahmed H. / ElSabbagh, Ashraf I. / Sharaf, Tarek / Farag, Abbad-Elrahman	Inelastic large deflection analysis of space steel frames using an equivalent accumulated element	121-134
Cai, Jingming / Pan, Jinlong / Lu, Cong	Mechanical behavior of ECC-encased CFST columns subjected to eccentric loading	22-28
Izzi, Matteo / Polastri, Andrea / Fragiacomo, Massimo	Modelling the mechanical behaviour of typical wall-to-floor connection systems for cross-laminated timber structures	270-282
Zare, A. R. / Ahmadizadeh, M.	Modified sliding mode design of passive viscous fluid control systems for nonlinear structures	245-256
Muntasir Billah, A. H. M. / Shahria Alam, M.	Probabilistic seismic risk assessment of concrete bridge piers reinforced with different types of shape memory alloys	97-108
Xu, Guoshan / Wu, Bin / Jia, Dedeng / Xu, Xiaotong / Yang, Ge	Quasi-static tests of RC columns under variable axial forces and rotations	60-71
Wang, Zhiyi / Pedroni, Nicola / Zentner, Irmela / Zio, Enrico	Seismic fragility analysis with artificial neural networks: Application to nuclear power plant equipment	213-225
Wu, Liwei / Tian, Ying / Su, Youpo / Chen, Haibin	Seismic performance of precast composite shear walls reinforced by concrete-filled steel tubes	72-83
Bender, Jon / Farid, Arvin	Seismic vulnerability of power transformer bushings	1-10
Yossef, Mostafa / Chen, An	A solution considering partial degree of composite action for insulated sandwich panels with general configuration flexible shear connectors	135-150
Chou, Jui-Sheng / Ou, Yu-Chen / Lin, Kuan-Yu / Wang, Zhi-Jia	Structural failure simulation of onshore wind turbines impacted by strong winds	257-269
Lengyel, G. / Németh, R. K.	Symmetric free vibration of cracked arches of rigid discrete blocks	51-59

Auteur(s)

Titre

Page(s)

Mangalathu, Sujith / Heo, Gwanghee / Jeon, Jong-Su

Artificial neural network based multi-dimensional fragility development of skewed concrete bridge classes

166-176

Lan, Xiaoyi / Chen, Junbo / Chan, Tak-Ming / Young, Ben

The continuous strength method for the design of high strength steel tubular sections in compression

177-187

Anania, Laura / Badalá, Antonio / D'Agata, Giuseppe

Damage and collapse mode of existing post tensioned precast concrete bridge: The case of Petrulla viaduct

226-244