NDLI: Shaking table tests to simulate earthquake responses of passive control structures

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Shaking table tests to simulate earthquake responses of passive control structures

Content Provider	Scilit
Author	Yamaguchi, Michio Yamada, Satoshi Nakashima, Masayoshi Wada, Akira
Copyright Year	2017
Description	In this paper, an experimental method of shaking table test on partial moment resisting steel frames is discussed. This experiment system, shown in Fig. 1, consists of a Mass, a Spring, a Loading Beam, a Specimen and a Shaking Table. By this composition, the natural period of this experiment system is about 0.7–0.8 second which value is nearly the same as middle rise steel buildings. Features of this experiment system are as follows. This experiment method can estimate the response of partial frame against Real Time Speed Earthquake. This method approximately reproduces an earthquake resisting behavior of the partial frame. It is possible to effectively utilize the performance of small and medium size shaking table. Book Name: Earthquake Engineering Frontiers in the New Millennium
Related Links	https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9780203758984-65&type=chapterpdf
Ending Page	436
Page Count	6
Starting Page	431
DOI	10.1201/9780203758984-65
Language	English
Publisher	Informa UK Limited
Publisher Date	2017-11-22
Access Restriction	Open
Subject Keyword	Book Name: Earthquake Engineering Frontiers in the New Millennium Chemical Engineering Earthquake Partial Buildings Shaking Table Behavior Structures Experiment System
Content Type	Text
Resource Type	Chapter

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