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ARTICLES

PAGE

1

Exploratory Study on Incorporating Glass FRP Reinforcement to Control Damage in Steel-Reinforced Concrete Bridge Pier Walls

1-16

Ahmed Arafa,M.ASCE; Nourhan Ahmed; Ahmed Sabry Farghaly; Omar Chaallal; and Brahim Benmokrane

2

Cost-Effective UHPC for Accelerated Bridge Construction: Material Properties, Structural Elements, and Structural Applications

1-24

Jingquan Wang; Jiaping Liu; Zhen Wang; Tongxu Liu; Jianzhong Liu; and Jian Zhang, A.M.ASCE

3

Shake Table Test on a Long-Span Cable-Stayed Bridge with Viscous Dampers Considering Wave Passage Effects

1-18

Wei Guo; Jianzhong Li; and Zhongguo Guan

4

Modeling and Evaluation of Magnetorheological Dampers with Fluid Leakage for Cable Vibration Control

1-10

Peng Zhou; Min Liu; Weiming Kong; Yingmei Xu; and Hui Li, Aff.M.ASCE

5

Application of Lean Engineering to Bridge Inspection

1-13

Abigail R. Clarke-Sather; Jennifer R. McConnell, A.M.ASCE; and Emal Masoud

6

Effect of Circumferential Gap on Dynamic Performance of CFST Arch Bridges

1-11

Chao Guo and Zhengran Lu

7

Developing Fatigue Vehicle Models for Bridge Fatigue Assessment under Different Traffic Conditions

1-12

Lu Deng, Ph.D., M.ASCE; Lei Nie; Wenjie Zhong; and Wei Wang, Ph.D.

8

Finite-Element Fatigue Analysis of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks

1-17

Joseph Saunders, S.M.ASCE; Yixin Chen, S.M.ASCE; Jayne A. Marks, M.ASCE; Ian Hodgson, P.E., S.E., M.ASCE; Richard Sause, P.E., M.ASCE; and Brian M. Kozy, P.E., M.ASCE

9

Experimental Study on Behavior and Failure Mode of PSRC Bridge Pier under Close-In Blast Loading

1-16

Lu Liu, S.M.ASCE; Zhouhong Zong; Zhongguo John Ma, F.ASCE; HaiMin Qian; and Lu Gan

10

Comparative Study of Tsunami-Like Wave-Induced Forces on Medium-Scale Models of Box Girder and T-Girder Bridges

1-19

Zhiying Yang; Bo Huang; Bing Zhu; Jiawei Zhang; and Azhen Kang

11

Effect of Web Inclination of Streamlined Flat Box Deck on Aerostatic Performance of a Bridge

1-13

Baosong Jiang; Zhiyong Zhou, Ph.D.; Kangjian Yan; and Chuanxin Hu

12

Cable Shape and Construction Parameters of Triple-Tower Double-Cable Suspension Bridge with Two Asymmetrical Main Spans

1-20

Wen-ming Zhang; Chao-yu Yang; and Jia-qi Chang

13

Concrete Bond and Behavior of Nonproprietary Ultrahigh-Performance Concrete Bridge Slab Joints

1-11

Trevor Looney, P.E., S.M.ASCE; Raina Coleman; Chandler Funderburg; Jeffery Volz, Ph.D., S.E., P.E., M.ASCE; and Royce Floyd, Ph.D., P.E., M.ASCE

14

Fatigue Performance of an Innovative Steel–Concrete Joint in Long-Span Railway Hybrid Box Girder Cable-Stayed Bridges

1-13

Qianhui Pu; Shili Yang; Zhou Shi; Yu Hong; and Yang Zhou

15

Analytical Studies of a Novel Bridge Column-Footing Pipe Pin Connection under Lateral Loading

1-15

Ali Mehrsoroush and M. Saiid Saiidi, F.ASCE

16

Data Paper

Dynamic Loading Effect Testing of a Modular Truss Bridge: Procedures and Resultant Data Set

1-10

Brandon Pinkney, P.Eng.,; Marc-André Dagenais, Ph.D., P.Eng.; and Gordon Wight, Ph.D., P.Eng.

17

Technical Note

Corrosion Risk of Using Stainless Steel Bolts for A1010 Steel Bridge Girders

1-5

Jieying Zhang, Ph.D., P.Eng.; and Nafiseh Ebrahimi, Ph.D., P.Eng.

18

Technical Note

Tensile Bond Strength of Post-Installed Epoxy-Coated Reinforcing Bars

1-4

Connor Mills and Benjamin Z. Dymond

19

Technical Note

Experimental Investigation on the Responses of Bridge Aeroelastic Models Subjected to Wind–Rain Actions

1-7

Fuyou Xu; Xiaomeng Ge; Zhanbiao Zhang; and Mingjie Zhang, Ph.D.