Technical Papers
Mar 12, 2018

Investigation of the Live-Load Effects on Long-Span Bridges under Traffic Flows

Publication: Journal of Bridge Engineering
Volume 23, Issue 5

Abstract

Different from short-span girder bridges, long-span bridges support a large amount of traffic, which significantly influences the dynamic performance of the bridge. The design live load on long-span bridges has seldom been investigated to take into account the dynamic effects from multiple vehicles in traffic flow. The current AASHTO LRFD specification was primarily developed for and calibrated from bridges with spans of 61.0 m (200 ft) or less. Therefore, it is unknown whether it is risky or conservative to use the same design live load from AASHTO on long-span bridges with spans longer than 100 m. Taking advantage of the advanced simulation methodology on the coupled bridge-traffic system developed recently, the live-load effects on a prototype long-span bridge from stochastic traffic flow were comprehensively studied, including the extreme dynamic response and the dynamic amplification factors for different bridge components. To evaluate the applicability of the design live-load in the current AASHTO specification on long-span bridges, the load effects on the prototype long-span bridge were numerically assessed and were compared with the corresponding response envelopes of the bridge under stochastic traffic flow. It was found that the design live load from AASHTO may be unsafe for use as the live load for the design of the bridge girder, pylon, and stay cables for long-span bridges.

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Acknowledgments

This research was supported by the National Science Foundation Grant CMMI-1335571 and the Center for Risk-Based Community Resilience Planning sponsored by National Institute of Standards and Technology, which are gratefully acknowledged. The writers take sole responsibility for the views expressed in the paper, which may not represent the opinions of the sponsors.

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Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 23Issue 5May 2018

History

Received: Mar 6, 2017
Accepted: Oct 6, 2017
Published online: Mar 12, 2018
Published in print: May 1, 2018
Discussion open until: Aug 12, 2018

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Authors

Affiliations

Yufen Zhou, Ph.D., A.M.ASCE [email protected]
Postdoctoral Fellow, Dept. of Civil & Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). E-mail: [email protected]
Suren Chen, F.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil & Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523. E-mail: [email protected]

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