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FELD, KAMINETZKY & COHEN, P.C. | CONSULTING ENGINEERS |
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PARTIAL PUBLICATIONS LIST Convention Center Shoring and Reshoring for Multistory Concrete Buildings Construction Loads and Serviceability Requirements: Deflection Control, Span/Thickness Limitations Early-Age Concrete: Construction Loads, Behavior, and Failures When Should Concrete Cylinder Test Results be Questioned? Construction Load Analysis of Slabs and Shores Using Microcomputers Equivalent Frame Analysis of Concrete Buildings During Construction Formwork for Architectural Concrete at North River Water Pollution Control Plant Shoring/Reshoring Operations for Multistory Buildings |
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SHORING/RESHORING OPERATIONS FOR MULTISTORY BUILDINGS Pericles C. Stivaros and Grant Halvorsen An analytical procedure to determine the loads on the shoring system and supporting slabs during construction of multistory concrete buildings is presented. The procedure assumes a two-dimensional slab beam-column frame similar to the equivalent frame concept described in the ACI Building Code. There have been several efforts to determine construction-load distribution; however, most analytical methods, though regarded as sufficiently practical for everyday applications, have employed single-bay idealizations for multistory structures. This is a definite limitation to the proper representation of a multibay continuous monolithic concrete, structure, which the equivalent frame model overcomes. Several construction cases are investigated to determine the effect of various parameters on the construction-load distribution using the equivalent frame model. |
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