Journal of Bridge Engineering (ASCE) - v. 27, n. 12 (December 2022)

Published:	December 2022

Author(s)	Title	Page(s)
Elawadi, Ali / Orton, Sarah L. / Gopalaratnam, Vellore / Holt, John / Lopez, Maria D.	Accuracy Evaluation of Prestressed Concrete Girder Camber in Missouri Bridges
Tu, Bing / Li, Yao / Cai, Shunyao	Axial Compressive Behavior of Concrete-Encased CFST Stub Columns with High-Level Two-Stage Initial Stresses
Fan, Wei / Lai, Keyu / Davidson, Michael / Yang, Tao / Huang, Xu / Liu, Bin	Barge Bow Force–Deformation Relationships for Bridge Impact-Resistant Design: Development and Assessment Using Shock Spectrum Approximation
Zhao, Xiaoqing / Gong, Xiaonan / Guo, Panpan	Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis
Shen, Wenai / Hao, Jianyu / Zhu, Hongping	Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control
Lad, V. H. / Patel, D. A. / Chauhan, K. A. / Patel, K. A.	Development of Fuzzy System Dynamics Model to Forecast Bridge Resilience
Robinson, Jumari / Brügger, Adrian / Sloane, Matthew / Betti, Raimondo	Experimental–Numerical Determination of the Effective Bulk Thermal Conductivity of Suspension Bridge Main Cables
Gillham, Jack / Hoult, Neil A. / Bentz, Evan C.	Field Test of a Shear Force Measurement Technique Using Fiber Optic Sensing under Variable Speed Truck Loading
Wang, Yao / Thrall, Ashley P. / Zoli, Theodore P. / Sun, Shiyao	Measuring Behavior of Long-Span Bridges during Erection: Case Study of the Governor Mario M. Cuomo Bridge
Zhong, Xueqi / Li, Yongxing / Li, Jianzhong / Shen, Yu / Bao, Zehua	Seismic Performance of Self-Centering Bridge Piers with Rocking Mechanical Hinges
Huang, Hongmeng / Zhang, Yuanhai / Ji, Wei / Luo, Kui	Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs

Author(s)

Title

Page(s)

Elawadi, Ali / Orton, Sarah L. / Gopalaratnam, Vellore / Holt, John / Lopez, Maria D.

Accuracy Evaluation of Prestressed Concrete Girder Camber in Missouri Bridges

Tu, Bing / Li, Yao / Cai, Shunyao

Axial Compressive Behavior of Concrete-Encased CFST Stub Columns with High-Level Two-Stage Initial Stresses

Fan, Wei / Lai, Keyu / Davidson, Michael / Yang, Tao / Huang, Xu / Liu, Bin

Barge Bow Force–Deformation Relationships for Bridge Impact-Resistant Design: Development and Assessment Using Shock Spectrum Approximation

Zhao, Xiaoqing / Gong, Xiaonan / Guo, Panpan

Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis

Shen, Wenai / Hao, Jianyu / Zhu, Hongping

Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control

Lad, V. H. / Patel, D. A. / Chauhan, K. A. / Patel, K. A.

Development of Fuzzy System Dynamics Model to Forecast Bridge Resilience

Robinson, Jumari / Brügger, Adrian / Sloane, Matthew / Betti, Raimondo

Experimental–Numerical Determination of the Effective Bulk Thermal Conductivity of Suspension Bridge Main Cables

Gillham, Jack / Hoult, Neil A. / Bentz, Evan C.

Field Test of a Shear Force Measurement Technique Using Fiber Optic Sensing under Variable Speed Truck Loading

Wang, Yao / Thrall, Ashley P. / Zoli, Theodore P. / Sun, Shiyao

Measuring Behavior of Long-Span Bridges during Erection: Case Study of the Governor Mario M. Cuomo Bridge

Zhong, Xueqi / Li, Yongxing / Li, Jianzhong / Shen, Yu / Bao, Zehua

Seismic Performance of Self-Centering Bridge Piers with Rocking Mechanical Hinges

Huang, Hongmeng / Zhang, Yuanhai / Ji, Wei / Luo, Kui

Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs

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Journal of Bridge Engineering (ASCE) - v. 27, n. 12 (December 2022)

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Journal of Bridge Engineering (ASCE) - v. 27, n. 12 (December 2022)

Articles in this Issue

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

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