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Ground Motions from Past Earthquakes
During earthquakes, the ground shakes in all three directions. The inertia of freestanding structures, such as buildings, bridges, and dams, prevents them from moving in unison with the ground. As a result, structures deform and develop stresses. This chapter discusses the ground motion characteristics which affect the response of structures. This chapter also explains how seismic loads are different from gravity and wind loads.
Ground Motions from Past Earthquakes
During earthquakes, the ground shakes in all three directions. The inertia of freestanding structures, such as buildings, bridges, and dams, prevents them from moving in unison with the ground. As a result, structures deform and develop stresses. This chapter discusses the ground motion characteristics which affect the response of structures. This chapter also explains how seismic loads are different from gravity and wind loads.
Ground Motions from Past Earthquakes
Malhotra, Praveen K. (author)
Seismic Analysis of Structures and Equipment ; Chapter: 1 ; 1-31
2020-11-25
31 pages
Article/Chapter (Book)
Electronic Resource
English
Strong motion , Seismic , Earthquake , Amplitude , Frequency , Deformation , Pseudo-acceleration , Pseudo-velocity , Response spectrum , Normalized response spectrum , Tripartite response spectrum , Acceleration–deformation response spectrum , Natural period , Damping , Seismic strength , Deformability , Normalized strength , Energy demand Engineering , Geoengineering, Foundations, Hydraulics , Building Construction and Design , Geotechnical Engineering & Applied Earth Sciences , Quality Control, Reliability, Safety and Risk , Natural Hazards
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