偏心距法在鋼骨鋼筋混凝土(SRC)梁柱構材強度預測之研究

完整後設資料紀錄

DC 欄位	值	語言
dc.contributor.author	翁正強	en_US
dc.contributor.author	WENG CHENG-CHIANG	en_US
dc.date.accessioned	2014-12-13T10:36:57Z	-
dc.date.available	2014-12-13T10:36:57Z	-
dc.date.issued	1999	en_US
dc.identifier.govdoc	NSC88-2211-E009-002	zh_TW
dc.identifier.uri	http://hdl.handle.net/11536/94289	-
dc.identifier.uri	https://www.grb.gov.tw/search/planDetail?id=455519&docId=83139	en_US
dc.description.sponsorship	行政院國家科學委員會	zh_TW
dc.language.iso	zh_TW	en_US
dc.subject	鋼骨鋼筋混凝土	zh_TW
dc.subject	梁柱強度	zh_TW
dc.subject	偏心距法	zh_TW
dc.subject	Steel reinforced concrete (SRC)	en_US
dc.subject	Beam column strength	en_US
dc.subject	Eccentricity method	en_US
dc.title	偏心距法在鋼骨鋼筋混凝土(SRC)梁柱構材強度預測之研究	zh_TW
dc.title	A Study on SRC Beam-Column Strength by Using Eccentricity Method	en_US
dc.type	Plan	en_US
dc.contributor.department	交通大學土木工程系	zh_TW
顯示於類別：	研究計畫