Journal of Bridge Engineering (ASCE) - v. 28, n. 7 (juillet 2023)

Publié:	juillet 2023

Auteur(s)	Titre	Page(s)
Gao, Jianfeng / Xiang, Nailiang / Li, Jianzhong / Xu, Wenjing	Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC
Wang, Guolong / Wang, Kelvin C. P. / Yang, Guangwei / Li, Joshua Qiang / Peters, Walt	Evaluation of Bridge Approach Slab and Dynamic Load Allowance Using Sub-mm 3D Laser Imaging Technology
Tong, Jing-Zhong / Chen, Yun-Long / Li, Qing-hua / Xu, Shi-lang / Chen, Tong-Qi / Gao, Wei	Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks
Li, Huihui / Li, Lifeng / Du, Chunjin / Ye, Meng / Shao, Xudong / Zhou, Cong	Experimental Study on the Flexural Behavior of a Novel Nonprismatic Prestressed UHPC Composite Box Girder with Corrugated Steel Webs
Deng, Yang / Liu, Taolei / Cao, Baoya / Li, Aiqun	Fatigue Strengthening for Rib-to-Deck Joint by Bonding Reinforcing Plates on the Deck Surface
Liu, Zhi / Li, Guo-Qiang / Payá-Zaforteza, Ignacio / Cai, C. S. / Huang, Qiao	Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps
Wu, Bo / Shen, Huoming / Liao, Haili / Wang, Qi / Liu, Jun	Identification of Amplitude-Dependent Damping Ratio and Flutter Derivatives of a Streamlined Box Girder under Various Wind Angles of Attack
Park, Jae-Hyun / Lee, Seong-Cheol / Cho, Jae-Yeol	Influence of Sectional Depth on Structural Behavior of Bridge Pier Caps
Uwaoma, Uzochukwu D. / Stephens, Max T. / Thonstad, Travis	Minimizing Superstructure Twist in Irregular Bridges through Optimization of Structural Parameters
Lin, Shi-Wei / Du, Yan-Liang / Yi, Ting-Hua / Zhang, Song-Han / Yang, Dong-Hui	A Multiscale Modeling and Updating Framework for Suspension Bridges Based on Modal Frequencies and Influence Lines
Rodriguez, Andres F. / Mackie, Kevin R. / Scott, Michael H.	Nonlinear Response Sensitivity Analysis of Typical Highway Bridges
Luo, Lan-Ying / Du, Yan-Liang / Yi, Ting-Hua / Qu, Chun-Xu / Zhang, Song-Han / Geng, Tie-Suo	Piecewise-Fitted Formula for Cable Force Identification Considering Bending Stiffness, Sag, and Inclination
Aloisio, Angelo / Pasca, Dag Pasquale / Rosso, Marco Martino / Briseghella, Bruno	Role of Cable Forces in the Model Updating of Cable-Stayed Bridges
Wang, Tiancheng / Yang, Jiahua / Zhang, Zhen / Duan, Yaru / Mei, Guoxiong	Seismic Behavior of Arch Bridge Abutments under Sandy-Gravel Foundations with Different Grouting Depths: Insights from Shaking Table Tests
Hu, Shangtao / Hu, Renkang / Yang, Menggang / Wang, Tao	Seismic Behavior of the Combined Viscous-Steel Damping System for a Long-Span Suspension Bridge Considering Wave-Passage Effect
Tong, Lei / Wang, Dongsheng / Sun, Zhiguo / Chen, Lei / Shi, Fan	Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions

Auteur(s)

Titre

Page(s)

Gao, Jianfeng / Xiang, Nailiang / Li, Jianzhong / Xu, Wenjing

Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC

Wang, Guolong / Wang, Kelvin C. P. / Yang, Guangwei / Li, Joshua Qiang / Peters, Walt

Evaluation of Bridge Approach Slab and Dynamic Load Allowance Using Sub-mm 3D Laser Imaging Technology

Tong, Jing-Zhong / Chen, Yun-Long / Li, Qing-hua / Xu, Shi-lang / Chen, Tong-Qi / Gao, Wei

Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks

Li, Huihui / Li, Lifeng / Du, Chunjin / Ye, Meng / Shao, Xudong / Zhou, Cong

Experimental Study on the Flexural Behavior of a Novel Nonprismatic Prestressed UHPC Composite Box Girder with Corrugated Steel Webs

Deng, Yang / Liu, Taolei / Cao, Baoya / Li, Aiqun

Fatigue Strengthening for Rib-to-Deck Joint by Bonding Reinforcing Plates on the Deck Surface

Liu, Zhi / Li, Guo-Qiang / Payá-Zaforteza, Ignacio / Cai, C. S. / Huang, Qiao

Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps

Wu, Bo / Shen, Huoming / Liao, Haili / Wang, Qi / Liu, Jun

Identification of Amplitude-Dependent Damping Ratio and Flutter Derivatives of a Streamlined Box Girder under Various Wind Angles of Attack

Park, Jae-Hyun / Lee, Seong-Cheol / Cho, Jae-Yeol

Influence of Sectional Depth on Structural Behavior of Bridge Pier Caps

Uwaoma, Uzochukwu D. / Stephens, Max T. / Thonstad, Travis

Minimizing Superstructure Twist in Irregular Bridges through Optimization of Structural Parameters

Lin, Shi-Wei / Du, Yan-Liang / Yi, Ting-Hua / Zhang, Song-Han / Yang, Dong-Hui

A Multiscale Modeling and Updating Framework for Suspension Bridges Based on Modal Frequencies and Influence Lines

Rodriguez, Andres F. / Mackie, Kevin R. / Scott, Michael H.

Nonlinear Response Sensitivity Analysis of Typical Highway Bridges

Luo, Lan-Ying / Du, Yan-Liang / Yi, Ting-Hua / Qu, Chun-Xu / Zhang, Song-Han / Geng, Tie-Suo

Piecewise-Fitted Formula for Cable Force Identification Considering Bending Stiffness, Sag, and Inclination

Aloisio, Angelo / Pasca, Dag Pasquale / Rosso, Marco Martino / Briseghella, Bruno

Role of Cable Forces in the Model Updating of Cable-Stayed Bridges

Wang, Tiancheng / Yang, Jiahua / Zhang, Zhen / Duan, Yaru / Mei, Guoxiong

Seismic Behavior of Arch Bridge Abutments under Sandy-Gravel Foundations with Different Grouting Depths: Insights from Shaking Table Tests

Hu, Shangtao / Hu, Renkang / Yang, Menggang / Wang, Tao

Seismic Behavior of the Combined Viscous-Steel Damping System for a Long-Span Suspension Bridge Considering Wave-Passage Effect

Tong, Lei / Wang, Dongsheng / Sun, Zhiguo / Chen, Lei / Shi, Fan

Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions

Publicité

Journal of Bridge Engineering (ASCE) - v. 28, n. 7 (juillet 2023)

Articles dans ce numéro

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Journal of Bridge Engineering (ASCE) - v. 28, n. 7 (juillet 2023)

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.