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ARTICLES

PAGE

1.

Experimental Behavior of Pretensioned Bent Caps with Internal Voids for Weight Reduction

1-13

Codi D. McKee, S.M.ASCE; Ju Dong Lee; Anna C. Birely, A.M.ASCE; and John B. Mander, M.ASCE

2.

Bridge Temperature Profiles Revisited: Thermal Analyses Based on Recent Meteorological Data from Nevada

1-11

Leanne Lawson; Keri L. Ryan, A.M.ASCE; and Ian G. Buckle, M.ASCE

3.

Pushout Tests on Headed Studs and PBL Shear Connectors Considering External Pressure

1-9

Yulin Zhan, M.ASCE ; Chao Yin ; Fang Liu; Ruinian Song ; Kailai Deng ; and Jianyin Sun

4.

Shear Properties of Tapered Box Girders with Steel Trapezoidally Corrugated Webs Considering Resal Effect

1-12

Man Zhou; Jiacong Liao; and Lin An

5.

Static Behavior of Circumferential Stress-Releasing Anchor for Large-Capacity FRP

1-15

Cable Xin Wang; Jingyang Zhou; Lining Ding; Jinhui Song; and Zhishen Wu, F.ASCE

6.

Benchmark for Evaluating Performance in Visual Inspection of Fatigue Cracking in Steel Bridges

1-10

Leslie E. Campbell, P.E.; Robert J. Connor, Ph.D., M.ASCE; Julie M. Whitehead, P.E.; and Glenn A. Washer, Ph.D., P.E., M.ASCE

7.

Experimental Study on Steel–Concrete Composite Twin I-Girder Bridges

1-10

Weiwei Lin, Ph.D., M.ASCE; Heang Lam, Ph.D.; and Teruhiko Yoda, Ph.D., M.ASCE

8.

TVT? Concept for Long-Span Glass–Steel Footbridges

1-15

Maurizio Froli; Francesco Laccone; and Agnese Natali

9.

Effect of Wave Spectral Variability on Stochastic Response of a Long-Span Bridge Subjected to Random Waves during Tropical Cyclones

1-12

Zilong Ti; Kai Wei, A.M.ASCE; Yongle Li; and Bo Xu

10.

Experimental Evaluation of Unmanned Aerial System for Measuring Bridge Movement

1-12

Frank Jalinoos, M.ASCE; Mohsen Amjadian, S.M.ASCE; Anil K. Agrawal, M.ASCE; Colin Brooks; and David Banach

11.

Experimental Analysis on Effectiveness of Crash Beams for Impact Attenuation of Overheight Vehicle Collisions on Railroad Bridges

1-13

A. I. Ozdagli; F. Moreu, P.E., M.ASCE; Dan Xu; and Tao Wang

12.

Miami Pedestrian Bridge Collapse: Computational Forensic Analysis

1-17

Ran Cao, S.M.ASCE; Sherif El-Tawil, F.ASCE; and Anil Kumar Agrawal, M.ASCE

13

Wind-Induced Stability of a Cable-Stayed Bridge with Double Main Spans of 1,500 m and a Twin-Box Section

1-17

Chuanxin Hu; Zhiyong Zhou; and Kangjian Yan

14

Analytical Assessment of Main Cable Shape for Three-Pylon Suspension Bridge with Unequal Main-Span Lengths: Thermal Effect Consideration

1-14

Wen-ming Zhang1 ; Chao-yu Yang2 ; Gen-min Tian3 ; and Zhao Liu4