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ARTICLES

PAGE

TECHNICAL PAPERS

1

Finite-Element Simulation and Cost–Benefit Analysis of Full-Scale Skewed Inverted-T Bridge Caps with Traditional and Skew Reinforcements

1-16

Yagiz Oz; Jiaji Wang, Ph.D., A.M.ASCE; Satya Sapath Roy, Ph.D.; Shijiang Zhang; Bhagirath Joshi; Zixiong Guo, Ph.D.; Y. L. Mo, Ph.D., F.ASCE; and Thomas T. C. Hsu, Ph.D., Dist.M.ASCE

2

Design, Construction, and Monitoring of US Longest Highway Bridge Span Prestressed with CFRP Strands

1-20

Nabil F. Grace, M.ASCE; Mohamed E. Mohamed, S.M.ASCE; Marc Kasabasic; Matthew Chynoweth; Kenichi Ushijima; and Mena Bebawy

3

Multihazard Performance Assessment of Scoured Bridges Subjected to Barge Collision

1-14

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

4

Addition of Partial-Depth Link Slabs to Bridge Structures: Role of Support Conditions

1-12

Rizwan Karim, S.M.ASCE; and Behrouz Shafei, Ph.D., P.E., M.ASCE

5

Monitoring the Condition of Narrow Bridges Using Data from Rotation-Based and Strain-Based Bridge Weigh-in-Motion Systems

1-13

F. Huseynov; D. Hester; E. J. OBrien; C. McGeown; C.-W. Kim; K. Chang; and V. Pakrashi

6

Cross-Sectional Moment Capacity Prediction of Steel Box Girders Based on the CSM

1-12

Yajun Zhang; Yuqing Liu; Rongrong Sheng; Xiaoqiang Dong; and Fei Yang, Ph.D.

7

Static Response Assessment of the Entire Suspension Bridge under Horizontal Transverse Live Load: An Analytical Calculation Method

1-19

Wen-ming Zhang, Ph.D.; Jie Chen; Gen-min Tian; and Jia-qi Chang

8

Structural Investigation of Masonry Arch Bridges Using Various Nonlinear Finite-Element Models

1-18

Serkan Tapk?n; Emre Tercan; Siphesihle Mpho Motsa; Georgios Drosopoulos;

Maria Stavroulaki; Emmanuel Maravelakis; and Georgios Stavroulakis

9

Staggered-Supported Steel Anchor Box System

for Cable-Stayed Bridges

1-12

Huanwei Liang; Bing Li; Zhiwen Liu; Ke Tan; Yuzhi Zhang; Yongming Zhang; and Kailai Deng

10

An Analytical Algorithm for Estimating the Deck’s Maximum Deflection and Deck-End Rotation Angle of a Suspension Bridge under Live Load

1-11

Wen-ming Zhang, Ph.D.; Xiao-fan Lu; Jia-qi Chang; and Gen-min Tian

11

Structural Assessment of AASHTO Type II Prestressed Concrete Girder with GFRP or Stainless-Steel Shear Reinforcement

1-13

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

TECHNICAL NOTE

12

ERT Feasibility Study to Assess Unknown Bridge

Foundation Depth

1-10

Gustavo Augusto Froes Cardoso and Bruna de Carvalho Faria Lima Lopes

DISCUSSIONS AND CLOSURES

13

Discussion of “Numerical Analysis on Shear Behavior of Grouped Head Stud Shear Connectors between Steel Girders and Precast Concrete Slabs with High-Strength

Concrete-Filled Shear Pockets” by Shaodi Wang, Zhuangcheng Fang, Gongfa Chen, Haibo Jiang, and Shuai Teng

Yang Huang, Shiming Chen.edu.cn

14

Closure to “Numerical Analysis on Shear Behavior of Grouped Head Stud Shear Connectors between Steel Girders and Precast Concrete Slabs with High-Strength Concrete-Filled Shear Pockets” by Shaodi Wang, Zhuangcheng Fang, Gongfa Chen, Haibo Jiang, and Shuai Teng

Shaodi Wang, Zhuangcheng Fang, Ph.D., Gongfa Chen, Haibo Jiang, Shuai Teng