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ULTIMATE STATE OF THIN-WALLED HOLLOW CIRCULAR STEEL COLUMNS SUBJECTED TO BI-DIRECTIONAL HORIZONTAL SEISMIC FORCES AND TRI-DIRECTIONAL SEISMIC MOMENTS

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Please use this identifier to cite or link to this item:http://hdl.handle.net/2115/54373

Title: ULTIMATE STATE OF THIN-WALLED HOLLOW CIRCULAR STEEL COLUMNS SUBJECTED TO BI-DIRECTIONAL HORIZONTAL SEISMIC FORCES AND TRI-DIRECTIONAL SEISMIC MOMENTS
Authors: ALAMIRI, M. ASSAD Browse this author
GOTO, YOSHIAKI 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-1-3.
Journal Title: Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13)
Start Page: F-1-3
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/2115/54373
Appears in Collections:Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13) > Parallel Session F-1: Seismic Analysis

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