Elementalistic and Holistic Views for Evaluation and Design of Structure Movement Systems

Author:

Burke Martin P.1

Affiliation:

1. Burgess & Niple, Limited, 5085 Reed Road, Columbus, Ohio 43220.

Abstract

In the evaluation and design of structure movement systems (bridge joints, bearings, flexible members, flexible supports, etc.), numerous errors are made by bridge designers who appear to have used and depended on a primarily elementalistic approach to structure design. By means of representative examples, it is demonstrated that bridge designers should supplement the elementalistic approach with a comprehensive or holistic approach. This dual approach to design will help ensure that structure movement systems will be suitably configured and coordinated to facilitate all anticipated short- and long-term movements and deformations.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference7 articles.

1. BurkeM. P.Jr. NCHRP Synthesis of Highway Practice 141: Bridge Deck Joints. TRB, National Research Council, Washington, D.C., 1989, pp. 51–55.

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Emergence of Semi-Integral Bridges;Transportation Research Record: Journal of the Transportation Research Board;1997-01

2. Structure Movement Systems Approach to Effective Bridge Design;Transportation Research Record: Journal of the Transportation Research Board;1997-01

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