Earthtquake Response Analysis of Plane Framed Structures with Deformation of Beam-to-Column Connections

Jazyk:	japonština
Rok vydání:	2000
Předmět:	エネルギー吸収能力 524.6 パネル耐力比 Beam-to-Column Connection 弱パネル Energy Absorption Capacity 柱はり接合部 平面骨組 Weak Panel Plane Frame Panel Strength Ratio
Zdroj:	広島工業大学研究紀要. 34:91-97
ISSN:	0385-1672
Popis:	The governing equations for the plane framed structures considering deformation of joint panels based on principle of hybrid potential energy can be applied to the earthquake response analysis. The plane frames with four types of beam-to-column connections were selected as the analytical models. From the results of the response analysis, the following conclusions were obtained. 1) The deformation and energy absorption concentrate to the story with weak columns. 2) The maximum story deformation angles are related to the total absorbed energy 3) In the case of the weak panel type, the absorbed energy of beams is transformed to the absorbed energy of beam-to-coloumn connections.
Databáze:	OpenAIRE
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