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ARTICLES

PAGE

1

Experimental Investigation of Curved-Soffit RC Bridge Girders Strengthened in Flexure Using CFRP Composites

1-12

Khattab Al-Ghrery; Riadh Al-Mahaidi, F.ASCE; Robin Kalfat, M.ASCE; Nazar Oukaili; and Alaa Al-Mosawe

2

Experimental Investigation of Surface Preparation on Normal and Ultrahigh-Performance Concrete Interface Behavior

1-13

Sumedh Sharma; Vidya Sagar Ronanki; Sriram Aaleti, M.ASCE; and Pinar Okumus, A.M.ASCE

3

Experimental Investigation of Flexural Behavior of Steel–UHPC Composite Beam with Waffle-Slab System

1-19

Jinsong Zhu, Ph.D.; Xiaoyu Guo; Jingfu Kang, Ph.D.; Menghao Duan4; and Yongguang Wang

4

Blast Response and Damage Mechanism of Prefabricated Segmental RC Bridge Piers

1-17

Lu Liu, S.M.ASCE; Zhongguo John Ma, F.ASCE; Zhouhong Zong; and Guangwu Tang

5

Field Behavior of Integral Abutment Bridges under Thermal Loading

1-16

James M. LaFave, P.E.; Gabriela Brambila; Utkarsh Kode; Gaoyu Liu, S.M.ASCE; and Larry A. Fahnestock, P.E., F.ASCE

6

Failure Mechanisms Governing Fatigue Strength of Steel–SFRC Composite Bridge Deck with U-Ribs

1-9

Huawen Ye; Zhe Yang; Bing Han; Zhichao Duan; and Yu Zhou

7

Investigation on Ultimate Lateral Displacements of Coastal Bridge Piers with Different Corrosion Levels along Height

1-14

Hu Cheng; Dong-Sheng Wang; Hong-Nan Li, F.ASCE; Yun Zou; and Kai-Ning Zhu

8

Thermally Induced Behavior of Paired Internally Cured Concrete and Conventional Concrete Decks in Composite Bridges

1-11

Waleed K. Hamid, S.M.ASCE; Eric P. Steinberg, Ph.D., P.E., M.ASCE; Issam Khoury, Ph.D., P.E., M.ASCE; Ali A. Semendary, Ph.D., A.M.ASCE; and Kenneth Walsh, Ph.D., A.M.ASCE

9

Adjacent Concrete Box Girders Transversely Post-Tensioned at Top Flanges Only: Experimental Investigation

1-12

Shady N. Labib, S.M.ASCE; Mohammed G. El-Gendy; and Ehab F. El-Salakawy, M.ASCE

10

Case Study

Site-Specific Extreme Load Estimation of a Long-Span Cable-Stayed Bridge

1-16

Xiang Xu, Ph.D.; Yon-Lin Xu, Ph.D., F.ASCE; Yuan Ren, Ph.D.; and Qiao Huang, Ph.D.

11

Technical Note

Deterioration of Concrete Bridge Decks Containing Epoxy-Coated and Uncoated Reinforcement

1-14

Corin Treat and Benjamin Z. Dymond