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CALCULATION FORMULAS OF DESIGN BENDING MOMENTS ON THE OUNDARIES OF SLABS PART2: APPLICATION OF THE SAFETY-MARGIN FROM RC STANDARD TO OTHER SHAPED SLABS

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Please use this identifier to cite or link to this item:http://hdl.handle.net/2115/54382

Title: CALCULATION FORMULAS OF DESIGN BENDING MOMENTS ON THE OUNDARIES OF SLABS PART2: APPLICATION OF THE SAFETY-MARGIN FROM RC STANDARD TO OTHER SHAPED SLABS
Authors: IMAI, Y. Browse this author
TSUJII, T. Browse this author
MOROOKA, S. Browse this author
NOMURA, K. Browse this author
Issue Date: 12-Sep-2013
Publisher: The Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13)
Citation: Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13), September 11-13, 2013, Sapporo, Japan, F-2-5.
Journal Title: Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13)
Start Page: F-2-5
Description: The Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13), September 11-13, 2013, Sapporo, Japan.
Conference Name: East Asia-Pacific Conference on Structural Engineering and Construction (EASEC)
Conference Sequence: 13
Conference Place: Sapporo
Type: proceedings
URI: http://hdl.handle.net/2115/54382
Appears in Collections:Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13) > Parallel Session F-2: Bridge Slab

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