Structural Modeling and Analysis of Modular Falsework Systems
Publication: Journal of Structural Engineering
Volume 123, Issue 9
Abstract
This paper presents a study on the structural modeling and analysis of modular falsework systems. The structural model of a two-story door-type modular falsework system is developed based on the observed behavior of full-scale tests. The effects of initial imperfections, connection stiffness, and boundary conditions are investigated. The use of simplified two-dimensional models for analyzing three-dimensional falsework assemblies is examined. The paper discusses the slippage of wooden shores as a possible cause of failure. The study concludes that the use of shoring extensions as the most significant factor that reduces the load-carrying capacity of modular falsework systems.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 123 • Issue 9 • September 1997
Pages: 1245 - 1251
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Sep 1, 1997
Published in print: Sep 1997
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