Dynamic Response of RC Cantilever Beam by Equivalent Single Degree of Freedom Method on Elastic Analysis – A Review on Transformation Factors and Dynamic Magnification Factors

Autor:	Patria Kusumaningrum, Sri Tudjono
Jazyk:	angličtina
Rok vydání:	2018
Předmět:	Physics Transformation (function) Cantilever Elastic analysis Mathematical analysis Magnification TA1-2040 Single degree of freedom Engineering (General). Civil engineering (General)
Zdroj:	MATEC Web of Conferences, Vol 159, p 01005 (2018)
Popis:	The response of multi-degree-of-freedom (MDOF) structure can be correlated to the response of an equivalent single-degree-of-freedom (SDOF) system, implying that the response is controlled by a single, unchanged mode shape. This equivalent SDOF method is eminent as an approximate method of dynamic analysis. In this study, equivalent SDOF method analysis is carried out on RC cantilever beam subjected to dynamic blast loading to review the transformation factors (TFs) provided by TM5-1300 code.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_dedup___::915cddafc8bbc7402a0cb3727d980f99 https://doaj.org/article/8db4884d151b40228832e7544f46d417 Zobrazit plný text záznamu