Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Three-storey modular steel building with a novel slider device: Shake table tests on a scaled down model and numerical investigation
https://orcid.org/0000-0002-8086-3070
https://orcid.org/0000-0001-9720-8518
Abstract A 0.25-scale three-storey stacked modular steel structure with a novel slider device used at each floor level was built and subjected to seismic biaxial base excitation. This was tested in a shake table and performed well, satisfying the desired characteristics of the slider device and the modular steel structure. The test structure was then modeled and analyzed numerically, and the analysis results were compared with the test data. This paper presents the details of shake table tests, numerical models, the comparison of tests and numerical results and the feasibility of using the proposed slider device in multi-storey modular steel structures.
Highlights Shake table tests on a 0.25-scale three-storey modular steel structure. An innovative slider device was installed at each floor level of the structure. The test structure was then modeled and analyzed numerically. When 5% constant damping was used, the model better comparison with test results. The proposed sliding system worked well and satisfied most of characteristics.
Three-storey modular steel building with a novel slider device: Shake table tests on a scaled down model and numerical investigation
https://orcid.org/0000-0002-8086-3070
https://orcid.org/0000-0001-9720-8518
Abstract A 0.25-scale three-storey stacked modular steel structure with a novel slider device used at each floor level was built and subjected to seismic biaxial base excitation. This was tested in a shake table and performed well, satisfying the desired characteristics of the slider device and the modular steel structure. The test structure was then modeled and analyzed numerically, and the analysis results were compared with the test data. This paper presents the details of shake table tests, numerical models, the comparison of tests and numerical results and the feasibility of using the proposed slider device in multi-storey modular steel structures.
Highlights Shake table tests on a 0.25-scale three-storey modular steel structure. An innovative slider device was installed at each floor level of the structure. The test structure was then modeled and analyzed numerically. When 5% constant damping was used, the model better comparison with test results. The proposed sliding system worked well and satisfied most of characteristics.
Three-storey modular steel building with a novel slider device: Shake table tests on a scaled down model and numerical investigation
https://orcid.org/0000-0002-8086-3070
https://orcid.org/0000-0001-9720-8518
Abstract A 0.25-scale three-storey stacked modular steel structure with a novel slider device used at each floor level was built and subjected to seismic biaxial base excitation. This was tested in a shake table and performed well, satisfying the desired characteristics of the slider device and the modular steel structure. The test structure was then modeled and analyzed numerically, and the analysis results were compared with the test data. This paper presents the details of shake table tests, numerical models, the comparison of tests and numerical results and the feasibility of using the proposed slider device in multi-storey modular steel structures.
Highlights Shake table tests on a 0.25-scale three-storey modular steel structure. An innovative slider device was installed at each floor level of the structure. The test structure was then modeled and analyzed numerically. When 5% constant damping was used, the model better comparison with test results. The proposed sliding system worked well and satisfied most of characteristics.
Three-storey modular steel building with a novel slider device: Shake table tests on a scaled down model and numerical investigation
Jing, John (Autor:in) / Clifton, G. Charles (Autor:in) / Roy, Krishanu (Autor:in) / Lim, James B.P. (Autor:in)
Thin-Walled Structures ; 155
18.06.2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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