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ARTICLES

PAGE

1

Shear Friction and Strut-and-Tie Modeling Verification for Pier Caps

1-13

Asala Asaad Dawood and Khattab Saleem Abdul-Razzaq, M.ASCE

2

Ultrahigh-Performance Concrete for Improving Impact Resistance of Bridge Superstructures to Overheight Collision

1-18

Kofi Oppong, P.E., S.M.ASCE; Dikshant Saini, S.M.ASCE; and Behrouz Shafei, Ph.D., P.E., M.ASCE

3

Field Testing and Dynamic Response of Full-Scale GFRP-Reinforced Concrete Guideway under Monorail Train

1-14

Nikolaus Wootton; Amir Fam, F.ASCE; Mark Green, M.ASCE; Akram Jawdhari, M.ASCE; and Salah Sarhat

4

Long-Term Damping Characteristics of Twin Cable-Stayed Bridge under Environmental and Operational Variations

1-13

Doyun Hwang; Sunjoong Kim; and Ho-Kyung Kim, M.ASCE

5

Effect of Nonstructural Elements on Lateral Load Distribution and Rating of Slab and T-Beam Bridges

1-9

Faezeh Ravazdezh, S.M.ASCE; Seungwook Seok, Ph.D., S.M.ASCE; Ghadir Haikal, Ph.D., M.ASCE; and Julio A. Ramirez, Ph.D., Dist.M.ASCE

6

Buffeting-Induced Resonances of Hangers at a Long-Span Suspension Bridge and Mitigation Countermeasure

1-13

Zhitian Zhang; Jiadong Zeng; Ledong Zhu; and Yaojun Ge

7

Full-Scale AASHTO Type II Girders Prestressed with Stainless Steel Strands

1-14

Anwer Al-Kaimakchi, Ph.D.; and Michelle Rambo-Roddenberry, Ph.D., P.E., F.ASCE

8

Bridge Rating for Vehicles with Grandfather Provisions

1-13

Sylwia Stawska; Andrzej S. Nowak, Ph.D., F.ASCE; Jacek Chmielewski, Ph.D.;

and Anjan Ramesh Babu, Ph.D.

9

Toward Key Research Gaps in Design Recommendations on Flexurally Plated RC Beams Susceptible to Premature Failures

1-19

M. Arsalan Khan, Ph.D.

10

Early Warning Method for Bearing Displacement of Long-Span Bridges Using a Proposed Time-Varying Temperature–Displacement Model

1-14

Guang-Ming Wu, Ph.D.; Ting-Hua Yi, M.ASCE; Dong-Hui Yang3; Hong-Nan Li, F.ASCE; and Hua Liu

11

Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges

1-12

Shengyu Li; Erwin Lim; Linbai Shen; Yu Hong, Ph.D.; and Qianhui Pu

12

Case Study

Test of the Long-Term Behavior of Curved Steel–Concrete Composite Box Beams: Case Study

1-15

Li Zhu, Ph.D.; Ray Kai-Leung Su, Ph.D.; Jin-Xin Huo; and Guang-Ming Wang