Peak Sliding Displacements of Sliding Base Structures Under Earthquake Excitation: Fid-Bau Portal

Fachinformationsdienst BAUdigital

Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik

Peak Sliding Displacements of Sliding Base Structures Under Earthquake Excitation

Hu, Hong-Song

To ensure the safety of sliding base (SB) structures, the peak sliding displacement (PSD) should not exceed the predetermined sliding displacement threshold. Therefore, the PSD is an important response quantity that should be evaluated in design. In this chapter, the probability distribution of the PSD at a given level of ground motion intensity, and the influence of the vertical earthquake component and various structural and ground motion characteristics on the PSD are investigated. Simplified equations for estimating the PSD are also developed for design purposes.

Zugriff

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Peak Sliding Displacements of Sliding Base Structures Under Earthquake Excitation

Hu, Hong-Song

To ensure the safety of sliding base (SB) structures, the peak sliding displacement (PSD) should not exceed the predetermined sliding displacement threshold. Therefore, the PSD is an important response quantity that should be evaluated in design. In this chapter, the probability distribution of the PSD at a given level of ground motion intensity, and the influence of the vertical earthquake component and various structural and ground motion characteristics on the PSD are investigated. Simplified equations for estimating the PSD are also developed for design purposes.

Peak Sliding Displacements of Sliding Base Structures Under Earthquake Excitation

Hu, Hong-Song

To ensure the safety of sliding base (SB) structures, the peak sliding displacement (PSD) should not exceed the predetermined sliding displacement threshold. Therefore, the PSD is an important response quantity that should be evaluated in design. In this chapter, the probability distribution of the PSD at a given level of ground motion intensity, and the influence of the vertical earthquake component and various structural and ground motion characteristics on the PSD are investigated. Simplified equations for estimating the PSD are also developed for design purposes.

Zugriff

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Peak Sliding Displacements of Sliding Base Structures Under Earthquake Excitation

Beteiligte:

Hu, Hong-Song (Autor:in)

Erschienen in:

Sliding Base Structures ; Kapitel: 6 ; 77-100

Erscheinungsdatum:

12.08.2023

Format / Umfang:

24 pages

ISBN:

978-981-99-5107-9 , 978-981-99-5106-2

DOI:

https://doi.org/10.1007/978-981-99-5107-9_6

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Engineering , Civil Engineering , Geotechnical Engineering & Applied Earth Sciences

Lizenzbestimmungen:

http://creativecommons.org/licenses/by/4.0/

Ähnliche Titel

Peak Sliding Displacements of Sliding Base Structures Subjected to Earthquake Excitation

Hu, Hong-Song / Lin, Fan / Xu, Li-Wen et al. | ASCE | 2022

Peak Superstructure Responses of Single-Story Sliding Base Structures Under Earthquake Excitation

Hu, Hong-Song | Springer Verlag | 2023

Freier Zugriff

Response Histories of Sliding Base Structures Under Earthquake Excitation

Hu, Hong-Song | Springer Verlag | 2023

Freier Zugriff

Maximum Superstructure Response of Sliding-Base Structures under Earthquake Excitation

Hu, Hong-Song / Lin, Fan / Gao, Yi-Chao et al. | ASCE | 2020

Output-Feedback Sliding-mode Control with Generalized Sliding Surface for Civil Structures under Earthquake Excitation

Matheu, E.E. | Online Contents | 1998