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CALCULATION FORMULA FOR A MAXIMUM BENDING MOMENT AND A MAXIMUM DEFLECTION OF THE TRIANGULAR SLAB WITH CONSIDERING EFFECT OF SUPPORT CONDITION SUBJECTED TO UNIFORM LOAD

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Title: CALCULATION FORMULA FOR A MAXIMUM BENDING MOMENT AND A MAXIMUM DEFLECTION OF THE TRIANGULAR SLAB WITH CONSIDERING EFFECT OF SUPPORT CONDITION SUBJECTED TO UNIFORM LOAD
Authors: NOMURA, K. Browse this author
MOROOKA, S. Browse this author
Issue Date: 11-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, A-5-6.
Journal Title: Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13)
Start Page: A-5-6
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/2115/54220
Appears in Collections:Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13) > Parallel Session A-5: Analytical and Design Methods

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