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ATLSS Reports

Distortion Induced Cracking in Steel Bridge Members

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ATLSS Reports

Evaluation of an Electronic Device for Monitoring Stress Histories in Structural Members

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ATLSS Reports

Field Testing and Evaluation of Electroslag Welds on the Commodore Barry Bridge

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ATLSS Reports

Web Cracking Repair Design for Bridge SR 46-3020-00200000 on US 202 in Montgomery County, PA

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ATLSS Reports

Local Buckling Analysis of Trapezoidal Rib Orthotropic Bridge Deck Systems

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ATLSS Reports

Results of Field Measurements of the Pearl Harbor Memorial Bridge on I-476 over the Schuylkill River

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ATLSS Reports

Fatigue Behavior of Stringer-Floorbeam Connections

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ATLSS Reports

Evaluation of Displacements and Stresses in Horizontally Curved Beams

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ATLSS Reports

Fatigue of Bridge Structures: A Commentary and Guide for Design, Evaluation and Investigation of Cracking

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Theses and Dissertations

Preliminary study on redundancy of a two-girder two-span continuous bridge under truck loads

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Theses and Dissertations

Moments and stresses of double angle connections in bridge floor systems

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Theses and Dissertations

Proof tests of two slender-web welded plate girders

This report describes the testing of two full size slander web welded plate girders for the purpose of ascertaining the acceptability of proposed design recommendations for bridge girders under repeating loading.

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Theses and Dissertations

Stress history study of the Allegheny River bridge (Pennsylvania turnpike) /

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Theses and Dissertations

Lateral bending stresses in top chord members of half through-truss bridges /

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ATLSS Reports

Load Carrying Capacity of Steel Orthotropic Deck Panel with Trapezoidal Shaped Longitudinal Stiffeners

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ATLSS Reports

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Viewing 185 results

Distortion Induced Cracking in Steel Bridge Members

Evaluation of an Electronic Device for Monitoring Stress Histories in Structural Members

Field Testing and Evaluation of Electroslag Welds on the Commodore Barry Bridge

Web Cracking Repair Design for Bridge SR 46-3020-00200000 on US 202 in Montgomery County, PA

Local Buckling Analysis of Trapezoidal Rib Orthotropic Bridge Deck Systems

Results of Field Measurements of the Pearl Harbor Memorial Bridge on I-476 over the Schuylkill River

Fatigue Behavior of Stringer-Floorbeam Connections

Evaluation of Displacements and Stresses in Horizontally Curved Beams

Fatigue of Bridge Structures: A Commentary and Guide for Design, Evaluation and Investigation of Cracking

Preliminary study on redundancy of a two-girder two-span continuous bridge under truck loads

Moments and stresses of double angle connections in bridge floor systems

Proof tests of two slender-web welded plate girders

Stress history study of the Allegheny River bridge (Pennsylvania turnpike) /

Lateral bending stresses in top chord members of half through-truss bridges /

Load Carrying Capacity of Steel Orthotropic Deck Panel with Trapezoidal Shaped Longitudinal Stiffeners

Resistance of Welded Details Under Variable Amplitude Long Life Fatigue Loading

Here There Be Saps V. 02 No. 03

Here There Be Saps V. 02 No. 04

Here There Be Saps V. 02 No. 05

Here There Be Saps V. 02 No. 06

Door Knob No. 007

Door Knob No. 008

Door Knob No. 009

Door Knob No. 010

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