A New Elastoplastic Time-History Analysis Method for Frame Structures
Joint Authors
Hu, Jun
Liang, Qianqian
Zhao, Chen
Source
Issue
Vol. 2020, Issue 2020 (31 Dec. 2020), pp.1-8, 8 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2020-09-30
Country of Publication
Egypt
No. of Pages
8
Main Subjects
Abstract EN
This study aimed to analyze the formation and application of the time-domain elastoplastic response spectrum.
The elastoplastic response spectrum in the time domain was computed according to the trilinear force-restoring model.
The time-domain elastoplastic response spectrum corresponded to a specific yield strength coefficient, fracture stiffness, and yield stiffness.
However, the force-restoring models corresponding to different structural systems and the states of the structural systems at different moments were not the same.
Therefore, the dynamic characteristics of a particular periodic point corresponding to a particular structure were meaningful for the elastoplastic response spectrum.
In addition, the curve in the time-domain dimension along the periodic point truly reflected the real-time response of the structure when the structure encountered a seismic load.
American Psychological Association (APA)
Liang, Qianqian& Zhao, Chen& Hu, Jun. 2020. A New Elastoplastic Time-History Analysis Method for Frame Structures. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-8.
https://search.emarefa.net/detail/BIM-1123171
Modern Language Association (MLA)
Liang, Qianqian…[et al.]. A New Elastoplastic Time-History Analysis Method for Frame Structures. Advances in Civil Engineering No. 2020 (2020), pp.1-8.
https://search.emarefa.net/detail/BIM-1123171
American Medical Association (AMA)
Liang, Qianqian& Zhao, Chen& Hu, Jun. A New Elastoplastic Time-History Analysis Method for Frame Structures. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-8.
https://search.emarefa.net/detail/BIM-1123171
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1123171