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Fred Moses

Researcher at University of Pittsburgh

Publications -  88
Citations -  3400

Fred Moses is an academic researcher from University of Pittsburgh. The author has contributed to research in topics: Reliability (statistics) & Truck. The author has an hindex of 32, co-authored 88 publications receiving 3205 citations. Previous affiliations of Fred Moses include Case Western Reserve University & City College of New York.

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Weigh-in-motion system using instrumented bridges

TL;DR: In this paper, a system combining traffic sensors and strain gages on highway bridge girders to obtain axle and gross weights is described, and a weight prediction algorithm is derived that filters out the dynamic components of bridge response and obtains the equivalent static axle weights by a least square error minimization.

Weigh-In-Motion System Using Instrumented Bridges

TL;DR: A weight prediction algorithm is derived herein that filters out the dynamic components of bridge response and obtains the equivalent static axle weights by a least-square error minimization.
Journal ArticleDOI

Structural optimization by methods of feasible directions.

TL;DR: A general design algorithm based on methods of feasible directions is presented that is modified to improve numerical stability of the design process and is then further modified to deal efficiently with infeasible designs.
Journal ArticleDOI

System reliability developments in structural engineering

TL;DR: In this article, the incremental load approach for identifying and expressing collapse modes is expanded by employing a strategy to identify and enumerate the significant structural collapse modes, which further isolates the importance of critical components in the system performance.
Book

Redundancy in Highway Bridge Superstructures

Michel Ghosn, +1 more
TL;DR: A framework for considering redundancy in the design and load capacity evaluation of highway bridge superstructures is proposed, consisting of tables of load modifiers that can be used to assess the redundancy level of typical bridge configurations.