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Refinado por: assunto: Buildings. Public Works remover
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Development of a wireless sensor network system for suspension bridge health monitoring
Development of a wireless sensor network system for suspension bridge health monitoring
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Development of a wireless sensor network system for suspension bridge health monitoring

Chae, M.J. ; Yoo, H.S. ; Kim, J.Y. ; Cho, M.Y.

Automation in construction, 2012-01, Vol.21 (1), p.237-252 [Periódico revisado por pares]

Kidlington: Elsevier B.V

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2
Numerical simulation of a cable-stayed bridge response to blast loads, Part I: Model development and response calculations
Numerical simulation of a cable-stayed bridge response to blast loads, Part I: Model development and response calculations
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Numerical simulation of a cable-stayed bridge response to blast loads, Part I: Model development and response calculations

Tang, Edmond K.C. ; Hao, Hong

Engineering structures, 2010-10, Vol.32 (10), p.3180-3192 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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3
Determination of optimum post-tensioning cable forces of cable-stayed bridges
Determination of optimum post-tensioning cable forces of cable-stayed bridges
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Determination of optimum post-tensioning cable forces of cable-stayed bridges

Hassan, M.M. ; Nassef, A.O. ; El Damatty, A.A.

Engineering structures, 2012-11, Vol.44, p.248-259 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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4
Wind-induced pressures around a sectional twin-deck bridge model: Effects of gap-width on the aerodynamic forces and vortex shedding mechanisms
Wind-induced pressures around a sectional twin-deck bridge model: Effects of gap-width on the aerodynamic forces and vortex shedding mechanisms
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Wind-induced pressures around a sectional twin-deck bridge model: Effects of gap-width on the aerodynamic forces and vortex shedding mechanisms

Kwok, K.C.S. ; Qin, X.R. ; Fok, C.H. ; Hitchcock, P.A.

Journal of wind engineering and industrial aerodynamics, 2012-11, Vol.110, p.50-61 [Periódico revisado por pares]

Amsterdam: Elsevier Ltd

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5
Ambient vibration re-testing and operational modal analysis of the Humber Bridge
Ambient vibration re-testing and operational modal analysis of the Humber Bridge
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Ambient vibration re-testing and operational modal analysis of the Humber Bridge

Brownjohn, J.M.W. ; Magalhaes, Filipe ; Caetano, Elsa ; Cunha, Alvaro

Engineering structures, 2010-08, Vol.32 (8), p.2003-2018 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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6
New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibration
New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibration
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New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibration

Kong, X. ; Wu, D.J. ; Cai, C.S. ; Liu, Y.Q.

Engineering structures, 2012, Vol.34, p.421-435 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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7
Operational modal testing and FE model tuning of a cable-stayed bridge
Operational modal testing and FE model tuning of a cable-stayed bridge
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Operational modal testing and FE model tuning of a cable-stayed bridge

Benedettini, Francesco ; Gentile, Carmelo

Engineering structures, 2011-06, Vol.33 (6), p.2063-2073 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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8
Use of response surface metamodels to generate system level fragilities for existing curved steel bridges
Use of response surface metamodels to generate system level fragilities for existing curved steel bridges
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Use of response surface metamodels to generate system level fragilities for existing curved steel bridges

Seo, Junwon ; Linzell, Daniel G.

Engineering structures, 2013-07, Vol.52, p.642-653 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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9
Investigation of vortex-induced vibration of a suspension bridge with two separated steel box girders based on field measurements
Investigation of vortex-induced vibration of a suspension bridge with two separated steel box girders based on field measurements
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Investigation of vortex-induced vibration of a suspension bridge with two separated steel box girders based on field measurements

Li, Hui ; Laima, Shujin ; Ou, Jinping ; Zhao, Xuefeng ; Zhou, Wensong ; Yu, Yan ; Li, Na ; Liu, Zhiqiang

Engineering structures, 2011-06, Vol.33 (6), p.1894-1907 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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10
Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction
Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction
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Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction

Camara, A. ; Nguyen, K. ; Ruiz-Teran, A.M. ; Stafford, P.J.

Engineering structures, 2014-03, Vol.61, p.61-72 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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