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

Hu, Hong-Song

Compared to multistory sliding base (SB) structures, single-story SB structure is simple and suitable for acquiring the critical parameters influencing the structural response. For this reason, this chapter focuses on the peak superstructure responses of single-story SB structures subjected to three-component earthquake excitation. The influence of the vertical earthquake component and various structural and ground motion characteristics on the peak superstructure response are investigated, and simplified design equations are developed. The developed equations also lay a foundation for the design of multistory SB structures, which will be discussed in the next chapter.

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

Hu, Hong-Song

Compared to multistory sliding base (SB) structures, single-story SB structure is simple and suitable for acquiring the critical parameters influencing the structural response. For this reason, this chapter focuses on the peak superstructure responses of single-story SB structures subjected to three-component earthquake excitation. The influence of the vertical earthquake component and various structural and ground motion characteristics on the peak superstructure response are investigated, and simplified design equations are developed. The developed equations also lay a foundation for the design of multistory SB structures, which will be discussed in the next chapter.

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

Hu, Hong-Song

Compared to multistory sliding base (SB) structures, single-story SB structure is simple and suitable for acquiring the critical parameters influencing the structural response. For this reason, this chapter focuses on the peak superstructure responses of single-story SB structures subjected to three-component earthquake excitation. The influence of the vertical earthquake component and various structural and ground motion characteristics on the peak superstructure response are investigated, and simplified design equations are developed. The developed equations also lay a foundation for the design of multistory SB structures, which will be discussed in the next chapter.

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Titel:

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

Beteiligte:

Hu, Hong-Song (Autor:in)

Erschienen in:

Sliding Base Structures ; Kapitel: 4 ; 45-65

Erscheinungsdatum:

12.08.2023

Format / Umfang:

21 pages

ISBN:

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

DOI:

https://doi.org/10.1007/978-981-99-5107-9_4

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/

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