STRUCTURAL MODELING AND DESIGN CONSIDERATIONS FOR DOUBLE-LAYER SHORING SYSTEMS
This paper presents structural modeling and design considerations for a double-layer shoring system made of wood posts based on analytical derivation, numerical computation, and the LeMessurier formula. Simplified 2-D models of double-layer shoring systems are developed. The analysis shows that system critical loads do not increase with the addition of individual pinned-ended shores, i.e., leaning columns, in the system during construction. If these individual pinned-ended shores are widely used, more cases of falsework failure may occur. The effects of lengths of horizontal stringers and vertical shores, stiffnesses of stringers, and positions of strong shores are investigated in the paper. The reinforcement by addition of bracing to the shoring systems can improve the system buckling strength. The study finds that appropriately fastening a group of pinned-ended shores with horizontal bracings, i.e., strong shores, can increase the load-carrying capacity of a double-layer shoring system.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/8675438
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Peng, J-L
- Publication Date: 2004-5
Language
- English
Media Info
- Features: Figures; Photos; References;
- Pagination: p. 368-377
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Serial:
- Journal of Construction Engineering and Management
- Volume: 130
- Issue Number: 3
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9364
- EISSN: 1943-7862
- Serial URL: http://ascelibrary.org/journal/jcemd4
Subject/Index Terms
- TRT Terms: Bearing capacity; Bracing; Buckling; Falsework; Formwork; Shoring; Structural design; Structural models; Structural supports
- Uncontrolled Terms: Critical loads
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00975214
- Record Type: Publication
- Files: TRIS
- Created Date: Jun 9 2004 12:00AM