Influence on Flexural Behavior of RC Members by the Properties of Main Bars

Přispěvatelé:	福山大学工学部建築学科, Department of Architecture, Faculty of Engineering, Fukuyama University
Jazyk:	japonština
Rok vydání:	2005
Předmět:	鉄筋コンクリート梁 鉄筋コンクリート柱 曲げ変形性状 Earthquake-Resistant Steel Bar Flexural Behavior 耐震性新鋼材 Reinforced Concrete Column Reinforce Concrete Beam
Zdroj:	福山大学工学部紀要. 29:73-79
Popis:	The influence which a few coefficients determine a mechanical performance of main bars do to earthquake energy consumption in formation of the plastic hinge of RC members was considered. This paper presents the experimental work on flexural behavior of Reinforce Concrete members with earthquake-resistant steel bars that was developed with Center for High-Tech Research Fukuyama University. Supposing the stress and the strain of RC beam with single and double reinforcement in the analysis, the P-6 relations were calculated with changing several parameters of materials.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=jairo_______::e64810e995db113aaf5348d8b68be3fb http://id.nii.ac.jp/1064/00008201/ Zobrazit plný text záznamu