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Rocking of Objects During Earthquakes
Flexural yielding is a source of deformability and damping in building frames. Base sliding is a source of deformability and damping in broad unanchored objects. Slender objects have a tendency to rock than slide during earthquakes. Limited rocking can be a source of deformability for slender objects. Unlike sliding, rocking is not a significant source of damping. Rocking response is highly nonlinear. This chapter discusses nonlinear-static and nonlinear-dynamic analyses of base rocking. This chapter also introduces the concept of toppling response spectrum.
Rocking of Objects During Earthquakes
Flexural yielding is a source of deformability and damping in building frames. Base sliding is a source of deformability and damping in broad unanchored objects. Slender objects have a tendency to rock than slide during earthquakes. Limited rocking can be a source of deformability for slender objects. Unlike sliding, rocking is not a significant source of damping. Rocking response is highly nonlinear. This chapter discusses nonlinear-static and nonlinear-dynamic analyses of base rocking. This chapter also introduces the concept of toppling response spectrum.
Rocking of Objects During Earthquakes
Malhotra, Praveen K. (Autor:in)
Seismic Analysis of Structures and Equipment ; Kapitel: 6 ; 159-177
25.11.2020
19 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Rocking , Seismic , Earthquake , Slender , Nonlinear dynamic , Nonlinear static , Toppling , Toppling response spectrum , Coefficient of restitution Engineering , Geoengineering, Foundations, Hydraulics , Building Construction and Design , Geotechnical Engineering & Applied Earth Sciences , Quality Control, Reliability, Safety and Risk , Natural Hazards
Rocking response of rigid blocks to earthquakes
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