Journal of Bridge Engineering (ASCE) - v. 28, n. 2 (février 2023)

Publié:	février 2023

Auteur(s)	Titre	Page(s)
Huang, Guoping / Hu, Jianhua / Hua, Xugang / Feng, Zhouquan / Chen, Zhengqing / Wan, Tianbao	Analytic Solution to Longitudinal Deformation of Suspension Bridges under Live Loads
Chai, Shengbo / Zhang, Ruilin / Wang, Xiulan / Huang, Kaijie	Asymmetric Arrangement of Crossed Cables in Multitower Cable-Stayed Bridges Based on Structural Stiffness
Liang, Huanwei / Tan, Ke / Deng, Kailai / Zhang, Yongming / Zhao, Canhui / Yang, Tengyu	Crack Resistance of Steel–Concrete Hybrid Joint between Concrete Girder and Steel–Concrete Composite Girder in Long-Span Cable-Stayed Bridge under Hogging Moment
Zeng, Zeng / Xu, Yan / Yan, Hai / Qi, Xin	Design Verification of a New Socket Partially Embedded Connection between Precast Rectangular Columns and Stepped Pile Caps
Li, Jin-Xin / Yi, Ting-Hua / Qu, Chun-Xu / Li, Hong-Nan / Liu, Hua	Early Warning for Abnormal Cable Forces of Cable-Stayed Bridges Considering Structural Temperature Changes
Wang, Zhen / Yi, Ting-Hua / Yang, Dong-Hui / Li, Hong-Nan / Liu, Hua	Early Warning of Abnormal Bridge Frequencies Based on a Local Correlation Model under Multiple Environmental Conditions
Pillai, Anjaly J. / Talukdar, Sudip	Fatigue Life Assessment of a Plate Girder Bridge Using an Uncoupled Iterative Scheme for Bridge–Vehicle Interaction
Luong, Chanh Nien / Yang, Cancan / Ezzeldin, Mohamed	Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers
Deng, Lu / Wu, Haibing / He, Wei / Ling, Tianyang / Liu, Guokun	Genuine Influence Line and Influence Surface Identification from Measured Bridge Response Considering Vehicular Wheel Loads
Chen, Xi / Li, Huihui / Agrawal, Anil Kumar / Ettouney, Mohammed / Wang, Hongfan	Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis
Dangol, Ijan / Pantelides, Chris P.	Seismic Analysis of Posttensioned and Hybrid Bridge Bents with Buckling Restrained Braces
Li, Jun / Xu, Longhe	Seismic Responses and Damage Control of Long-Span Continuous Rigid-Frame Bridges Considering the Longitudinal Pounding Effect under Strong Ground Motions
Su, Xiaolong / Zhou, Man / Lu, Yiyan	Study on the Shear Behavior of Prismatic and Tapered Continuous Beams with Corrugated Steel Webs under External Prestressing Force
Khosravi, Ali / Shrestha, Sharoo / Stuedlein, Armin W. / Higgins, Christopher	Titanium Seismic Substructure Retrofit to Enable Rocking of Bridge Foundations Considering Soil–Structure Interaction: Experiments and Numerical Simulations
Agüero-Barrantes, Pablo / Christenson, Richard E. / Lobo-Aguilar, Sergio	Utilizing Kriging Metamodeling to Provide Practical and Effective Bridge Weigh-in-Motion

Auteur(s)

Titre

Page(s)

Huang, Guoping / Hu, Jianhua / Hua, Xugang / Feng, Zhouquan / Chen, Zhengqing / Wan, Tianbao

Analytic Solution to Longitudinal Deformation of Suspension Bridges under Live Loads

Chai, Shengbo / Zhang, Ruilin / Wang, Xiulan / Huang, Kaijie

Asymmetric Arrangement of Crossed Cables in Multitower Cable-Stayed Bridges Based on Structural Stiffness

Liang, Huanwei / Tan, Ke / Deng, Kailai / Zhang, Yongming / Zhao, Canhui / Yang, Tengyu

Crack Resistance of Steel–Concrete Hybrid Joint between Concrete Girder and Steel–Concrete Composite Girder in Long-Span Cable-Stayed Bridge under Hogging Moment

Zeng, Zeng / Xu, Yan / Yan, Hai / Qi, Xin

Design Verification of a New Socket Partially Embedded Connection between Precast Rectangular Columns and Stepped Pile Caps

Li, Jin-Xin / Yi, Ting-Hua / Qu, Chun-Xu / Li, Hong-Nan / Liu, Hua

Early Warning for Abnormal Cable Forces of Cable-Stayed Bridges Considering Structural Temperature Changes

Wang, Zhen / Yi, Ting-Hua / Yang, Dong-Hui / Li, Hong-Nan / Liu, Hua

Early Warning of Abnormal Bridge Frequencies Based on a Local Correlation Model under Multiple Environmental Conditions

Pillai, Anjaly J. / Talukdar, Sudip

Fatigue Life Assessment of a Plate Girder Bridge Using an Uncoupled Iterative Scheme for Bridge–Vehicle Interaction

Luong, Chanh Nien / Yang, Cancan / Ezzeldin, Mohamed

Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers

Deng, Lu / Wu, Haibing / He, Wei / Ling, Tianyang / Liu, Guokun

Genuine Influence Line and Influence Surface Identification from Measured Bridge Response Considering Vehicular Wheel Loads

Chen, Xi / Li, Huihui / Agrawal, Anil Kumar / Ettouney, Mohammed / Wang, Hongfan

Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis

Dangol, Ijan / Pantelides, Chris P.

Seismic Analysis of Posttensioned and Hybrid Bridge Bents with Buckling Restrained Braces

Li, Jun / Xu, Longhe

Seismic Responses and Damage Control of Long-Span Continuous Rigid-Frame Bridges Considering the Longitudinal Pounding Effect under Strong Ground Motions

Su, Xiaolong / Zhou, Man / Lu, Yiyan

Study on the Shear Behavior of Prismatic and Tapered Continuous Beams with Corrugated Steel Webs under External Prestressing Force

Khosravi, Ali / Shrestha, Sharoo / Stuedlein, Armin W. / Higgins, Christopher

Titanium Seismic Substructure Retrofit to Enable Rocking of Bridge Foundations Considering Soil–Structure Interaction: Experiments and Numerical Simulations

Agüero-Barrantes, Pablo / Christenson, Richard E. / Lobo-Aguilar, Sergio

Utilizing Kriging Metamodeling to Provide Practical and Effective Bridge Weigh-in-Motion

Publicité

Journal of Bridge Engineering (ASCE) - v. 28, n. 2 (février 2023)

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Journal of Bridge Engineering (ASCE) - v. 28, n. 2 (février 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.