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ARTICLES

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STATE-OF-THE-ART REVIEWS

TECHNICAL PAPERS

Parametric Study of Skewed Steel I-Girder Bridge Truck Live Load Response        

Siang Zhou, Larry A. Fahnestock and James M. LaFave

1-14

Corrosion Fatigue Evaluation of Suspender Cables in Railway Bridges Considering the Effect of Train-Induced Flexural Vibration       

Huile Li, Huan Yan, Xiaopeng Wang and Linjie Li

1-17

Fatigue Behavior under Rolling Load of a Full-Scale Bridge Deck with a Steel-Reinforced Section      

Chongxi Gao and Amir Fam

1-16

Interface Shear Capacity of Basalt FRP-Reinforced Composite Precast Concrete Girders Supporting Cast-in-Place Bridge-Deck Slabs           

Moataz  Mahmoud, Mohamed Eladawy, Basil Ibrahim and Brahim Benmokrane

1-10

Combined Effect of Low Temperature and Exposure Time on Seismic Performance of an LRB-Isolated Bridge       

Volkan Karuk, Cansu Ya?ar, Esengül Çavdar and Gökhan Özdemir

1-14

Seismic Behavior of GFRP-RC Circular Bridge Columns under Eccentric Lateral Cyclic Loading: Influence of Transverse Reinforcement Ratio and Configuration       

Yasser M. Selmy and Ehab F. El-Salakawy

1-17

Experimental Investigation on Failure Mechanism and Hysteresis Behavior of RC Single- and Double-Column Piers    

Huihui Dong, Wenhao Feng, Zicheng Zheng, Qiang Han and Xiuli Du

1-23

Probabilistic Time–Variant Functionality-Based Analysis of Transportation Networks Incorporating Asphalt Pavements and Bridges under Multiple Hazards

Jiyu Xin, ; Dan M. Frangopol, Dist.M.ASCE, and Mitsuyoshi Akiyama, M.ASCE

1-17

Lateral Cyclic Response of Large-Scale Bridge Piers with Single and Double Layers of Longitudinal and Transverse Steel Reinforcements: An Experimental Study

Sherif M. S. Osman, M.ASCE, M. Shahria Alam, M.ASCE, and Shamim A. Sheikh, M.ASCE

1-22

Bending Stiffness Identification of Continuous Girder Bridges Using Multiple Rotation Influence Lines

Hua-Ping Wan, M.ASCE, Can Wang, Ning-Bo Wang, Chen-Xun Hu and Wei-Xin Ren

1-14

Experimental and Analytical Investigation of Shear Behavior and Strength of Haunched Beams Reinforced with Basalt Fiber–Reinforced Polymer Rebars

Bedar Rauf Hassan, Ph.D., and Ali Ramadhan Yousif, M.ASCE

1-12