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Calculation of Seismic Actions for Structural Analysis : Methodological Approaches and Experiences / by Enrico Zacchei, Reyolando M.L.R.F. Brasil.

Springer eBooks EBA - Engineering Collection 2025 Available online

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Format:
Book
Author/Creator:
Zacchei, Enrico.
Series:
Engineering Series
Language:
English
Subjects (All):
Engineering geology.
Geotechnical engineering.
Industrial engineering.
Production engineering.
Geoengineering.
Geotechnical Engineering and Applied Earth Sciences.
Industrial and Production Engineering.
Local Subjects:
Geoengineering.
Geotechnical Engineering and Applied Earth Sciences.
Industrial and Production Engineering.
Physical Description:
1 online resource (134 pages)
Edition:
1st ed. 2025.
Place of Publication:
Cham : Springer Nature Switzerland : Imprint: Springer, 2025.
Summary:
This book presents 8 methods for estimating seismic input, ranging from simplified and direct approaches, through the standard elastic response spectrum and artificial accelerograms, to more complete methods such as seismic hazard analysis (probabilistic, deterministic, and physically based). It also introduces general concepts of seismology and earthquakes, including seismic waves and magnitudes. Finally, 5 case studies from research and professional projects involving structures subjected to earthquakes are presented to highlight key issues in seismic design. The approach is educational, methodological, and conceptual, making the content accessible to undergraduate students interested in earthquake engineering, particularly in the context of buildings, civil works, and industrial structures. The case studies enhance the textbook’s practical value and make it more engaging.
Contents:
Seismology and earthquakes
Elastic response spectrum
Simplified and direct methods
Artificial accelerogram
Seismic hazard analyses
Physically based seismic hazard analysis
Case studies
Appendices
References.
Notes:
Description based on publisher supplied metadata and other sources.
ISBN:
3-032-08884-4
9783032088840
OCLC:
1572209280

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