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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
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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