Journal of Bridge Engineering: Recent submissions
Now showing items 1741-1760 of 3153
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Editor’s Note
(American Society of Civil Engineers, 2008) -
Modeling Slip in Stress-Laminated Timber Bridges: Comparison of Two Finite-Element-Method Approaches and Test Values
(American Society of Civil Engineers, 2014)Finite-element (FE) simulations of the deformation behavior of a 5.4-m-long, 8-m-wide, and 0.27-m-thick stress-laminated timber bridge deck were conducted. The simulation results were compared with full-scale test results ... -
Long-Term Loading Behavior of a Full-Scale Glubam Bridge Model
(American Society of Civil Engineers, 2014)A 9.4-m-long, full-scale glued laminated bamboo (glubam) bridge model was constructed to duplicate a prototype truckload bridge. The soffit of the 600-mm-deep and 120-mm-wide glubam girders was further enhanced with carbon ... -
Discussion of “Warping Stresses in Curved Box Girder Bridges: Case Study” by Ayman M. Okeil and Sherif El-Tawil
(American Society of Civil Engineers, 2005) -
Editor’s Note
(American Society of Civil Engineers, 2008) -
Closure to “Suspension Cable Design of the New San Francisco–Oakland Bay Bridge” by John Sun, Rafael Manzanarez, and Marwan Nader
(American Society of Civil Engineers, 2005) -
Papers of Interest
(American Society of Civil Engineers, 2004) -
Introduction
(American Society of Civil Engineers, 1997) -
Announcement
(American Society of Civil Engineers, 2003) -
Papers of Interest
(American Society of Civil Engineers, 2006) -
Review of HL-93 Bridge Traffic Load Model Using an Extensive WIM Database
(American Society of Civil Engineers, 2015)HL-93, the current bridge traffic load model used in the United States is examined here. Weigh-in-motion (WIM) data from 17 sites in 16 states containing 74 million truck records are used to assess the level of consistency ... -
Experimental Investigations on Aerostatic Characteristics of Bridge Decks under Various Conditions
(American Society of Civil Engineers, 2014)Experimental evaluation of aerostatic properties of a typical streamlined bridge deck under different conditions is conducted using wind-tunnel tests. The influences of aerodynamic modification factors (including stacking ... -
Closure to “Overview of Vibrational Structural Health Monitoring with Representative Case Studies” by Kai H. Hsieh, Marvin W. Halling, and Paul J. Barr
(American Society of Civil Engineers, 2008) -
Closure to “Live Load Radial Moment Distribution for Horizontally Curved Bridges” by Woo Seok Kim, Jeffrey A. Laman, and Daniel G. Linzell
(American Society of Civil Engineers, 2010) -
Papers of Interest
(American Society of Civil Engineers, 2007) -
Papers of Interest
(American Society of Civil Engineers, 2004) -
Eurocodes and Their Implications for Bridge Design: Background, Implementation, and Comparison to North American Practice
(American Society of Civil Engineers, 2014) -
Papers of Interest
(American Society of Civil Engineers, 2005) -
Papers in This Issue
(American Society of Civil Engineers, 2014) -
Estimating Inspection Intervals for Bridges Based on Statistical Analysis of National Bridge Inventory Data
(American Society of Civil Engineers, 2015)This paper describes a statistical approach to estimating an appropriate inspection interval for highway bridges based on historical condition data collected from 20 years of routine inspections. Condition ratings of 4,270 ...