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Engineering Structures - mai 2012

Publié:	mai 2012

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
ElGawady, Mohamed A. / Dawood, Haitham M.	Analysis of segmental piers consisted of concrete filled FRP tubes	142-152
Ruocco, Eugenio / Fraldi, Massimiliano	An analytical model for the buckling of plates under mixed boundary conditions	78-88
Su, R. K. L. / Wang, L.	Axial strengthening of preloaded rectangular concrete columns by precambered steel plates	42-52
Guyer, Robert C. / Laman, Jeffrey A.	Distortion-induced stress investigation of double angle stringer-to-floorbeam connections in railroad bridges	104-112
Galuppi, Laura / Royer-Carfagni, Gianni F.	Effective thickness of laminated glass beams: New expression via a variational approach	53-67
Loureiro, A. / Moreno, A. / Gutierrez, R. / Reinosa, J. M.	Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading	68-77
Li, Yue / van de Lindt, John W.	Loss-based formulation for multiple hazards with application to residential buildings	123-133
Xiao, Y. / Guo, Y. R. / Zhu, P. S. / Kunnath, S. / Martin, G. R.	Networked pseudodynamic testing of bridge pier and precast pile foundation	32-41
Moghim, Farid / Caracoglia, Luca	A numerical model for wind-borne compact debris trajectory estimation: Part 1 – Probabilistic analysis of trajectory in the proximity of tall buildings	153-162
Moghim, Farid / Caracoglia, Luca	A numerical model for wind-borne compact debris trajectory estimation: Part 2 – Simulated vertical gust effects on trajectory and mass momentum	163-170
Gelain, Thomas	An original method to assess leakage through cracked reinforced concrete walls	11-20
Kim, Yail J.	Safety assessment of steel-plate girder bridges subjected to military load classification	21-31
Nie, Jian-Guo / Tao, Mu-Xuan	Slab spatial composite effect in composite frame systems. I: Effective width for ultimate loading capacity	171-184
Nie, Jian-Guo / Tao, Mu-Xuan	Slab spatial composite effect in composite frame systems. II: Equivalent stiffness and verifications	185-199
Xiong, Wen / Tu, Xue / Xiao, Rucheng / Cai, C. S.	A stress-development prediction method and its application to stress assessment of existing bridges	113-122
Tokgoz, Serkan / Dündar, Cengiz	Tests of eccentrically loaded L-shaped section steel fibre high strength reinforced concrete and composite columns	134-141
Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D.	A theoretical method for calculating the collapse load of steel circular arches	89-103
Underwood, James M. / Sobey, Adam J. / Blake, James I. R. / Ajit Shenoi, R.	Ultimate collapse strength assessment of damaged steel-plated structures	1-10

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IssueID
17866
Publié(e) le:
06.12.2018
Modifié(e) le:
30.06.2019

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