Journal of Bridge Engineering: Recent submissions
Now showing items 2501-2520 of 3153
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Behavior of RCC T-Beam Bridges with Cross Diaphragms in Nonlinear Range
(American Society of Civil Engineers, 2007)Behavior of reinforced cement concrete (RCC) T-beam bridges with cross diaphragms is studied for a realistic range of values of three parameters, such as span, type of loading (specified by Indian Roads Congress), and type ... -
Construction and Testing of an Innovative Concrete Bridge Deck Totally Reinforced with Glass FRP Bars: Val-Alain Bridge on Highway 20 East
(American Society of Civil Engineers, 2007)The Val-Alain Bridge, located in the Municipality of Val-Alain on Highway 20 East, crosses over Henri River in Québec, Canada. The bridge is a slab-on-girder type with a skew angle of 20° over a single span of -
Enhancement of Flexural Design of Horizontally Curved Prestressed Bridges
(American Society of Civil Engineers, 2007)In this paper, flexural behavior of horizontally curved prestressed (posttensioned) box bridges is studied by using three-dimensional and refined finite-element modeling and analysis. Bridge length, section geometry, and ... -
Experimental Study on Prefabricated Concrete Bridge Girder-to-Girder Intermittent Bolted Connections System
(American Society of Civil Engineers, 2007)This paper reports on a new bridge deck slab flange-to-flange connection system for precast deck bulb tee (DBT) girders. In prefabricated bridge system made of DBT girders, the concrete deck slab is cast with the prestressed ... -
Seismic Retrofit of Bridge Steel Truss Piers Using a Controlled Rocking Approach
(American Society of Civil Engineers, 2007)This paper investigates a seismic retrofit technique that allows bridge steel truss piers to uplift and rock on their foundation. Displacement-based passive energy dissipation devices (buckling-restrained braces, or BRBs) ... -
Development of Dynamic-Response-Based Objective Functions for Finite-Element Modeling of Bridges
(American Society of Civil Engineers, 2007)The basic mechanism and procedures of finite-element (FE) bridge modeling and calibration are briefly presented. Different physical parameters of FE models are adjusted during the calibration process. Dynamic-response-based ... -
Tests of RC Deck Girders with 1950s Vintage Details
(American Society of Civil Engineers, 2007)Large numbers of conventionally reinforced concrete (CRC) bridges in the national bridge inventory built during the 1950s are lightly reinforced for shear. Inspections revealed many of these bridges exhibit diagonal cracks ... -
Development of Static-Response-Based Objective Functions for Finite-Element Modeling of Bridges
(American Society of Civil Engineers, 2007)The basic mechanisms and procedures of finite-element (FE) modeling and calibration are briefly presented in the context of bridge condition assessment. Different physical parameters of FE models are adjusted to simulate ... -
Discussion of “Characterization of Material Properties of HPS-485W (70 W) TMCP for Bridge Girder Applications” by Caroline R. Kayser, James A. Swanson, and Daniel G. Linzell
(American Society of Civil Engineers, 2007) -
Experimental Investigation of Shear Capacity of Precast Reinforced Concrete Box Culverts
(American Society of Civil Engineers, 2007)This study presents an experimental program to investigate the shear capacity of precast reinforced concrete box culverts. Each culvert was subjected to monotonically increasing load through a -
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Force-Deformation Behavior of Isolation Bearings
(American Society of Civil Engineers, 2007)The isolation bearings are widely used in earthquake prone areas to protect the structure from seismic forces. The isolation bearing consists of an isolator to increase the natural period of the structure away from the ... -
Editor’s Note
(American Society of Civil Engineers, 2007) -
Curved Steel I-Girder Bridge Response during Construction Loading: Effects of Web Plumbness
(American Society of Civil Engineers, 2007)Horizontally curved steel I-girder bridge systems tend to deflect and rotate out of plane under the action of gravity. Oftentimes, this response will lead to a condition wherein the subsequent girder cross-sectional ... -
R -Factor Parameterized Bridge Damage Fragility Curves
(American Society of Civil Engineers, 2007)Damage fragilities describe the probability that a bridge will incur certain (discrete) damage states conditioned on the intensity of the earthquake it may experience. Reinforced concrete box girder highway overpass bridges ... -
Erection Procedure Effects on Deformations and Stresses in a Large-Radius, Horizontally Curved, I-Girder Bridge
(American Society of Civil Engineers, 2007)Special attention is required in the construction of horizontally curved steel I-girder bridges due to coupled effects of primary bending and torsional forces. Misguided steel erection procedures can lead to undesired ... -
Estimation of Collapse Load of Single-Cell Concrete Box-Girder Bridges
(American Society of Civil Engineers, 2007)The simplified equations available at present to predict the collapse loads of single-cell concrete box-girder bridges with simply supported ends are based on either space truss analogy or collapse mechanisms. Experimental ... -
Live-Load Analysis of a Curved I-Girder Bridge
(American Society of Civil Engineers, 2007)Horizontally curved, steel girder bridges are often used in our modern infrastructural system. The curve in the bridge allows for a smother transition for traffic, which creates better road travel. However, some of the ... -
Unified Approach for Analysis of Box-Section Members under Combined Actions
(American Society of Civil Engineers, 2007)Reinforced concrete (RC) structural elements with box sections are commonly used in the horizontal and vertical structures of bridges. Reinforced concrete structures in bridges have often failed under the combined forces ... -
Closure to “Characterization of Material Properties of HPS-485W (70 W) TMCP for Bridge Girder Applications” by Caroline R. Kayser, James A. Swanson, and Daniel G. Linzell
(American Society of Civil Engineers, 2007)