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pro vyhledávání: '"Praveen K. Malhotra"'
Publikováno v:
Practice Periodical on Structural Design and Construction. 27
Autor:
Praveen K. Malhotra
Author Praveen Malhotra explains how to design local structures to withstand the strongest ground motions.
Autor:
Praveen K. Malhotra
Publikováno v:
Seismic Analysis of Structures and Equipment ISBN: 9783030578572
Flexural yielding in building frames is an excellent source of deformability and damping. While building frames continue to function after yielding, objects such as machinery and equipment cannot be expected to perform after yielding. In this chapter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2fcacd36be83752d080ced81784f4aa8
https://doi.org/10.1007/978-3-030-57858-9_5
https://doi.org/10.1007/978-3-030-57858-9_5
Autor:
Praveen K. Malhotra
Publikováno v:
Seismic Analysis of Structures and Equipment ISBN: 9783030578572
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 c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c13837dcaf7d2172e21d4f211560b95
https://doi.org/10.1007/978-3-030-57858-9_6
https://doi.org/10.1007/978-3-030-57858-9_6
Autor:
Praveen K. Malhotra
Publikováno v:
Seismic Analysis of Structures and Equipment ISBN: 9783030578572
As discussed in Chapters 2 and 3, the seismic performance of a structure depends on its normalized strength, deformability, and damping. Normalized strength is the lateral strength of a structure divided by its weight. Due to its much higher weight,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::210d5004edb6b678b7a076c44be74705
https://doi.org/10.1007/978-3-030-57858-9_4
https://doi.org/10.1007/978-3-030-57858-9_4
Autor:
Praveen K. Malhotra
Publikováno v:
Seismic Analysis of Structures and Equipment ISBN: 9783030578572
Sliding at the base of structures is an excellent source of deformability and damping. This chapter discusses sliding between the structure and its contents. In Chaps. 3 and 4, flexural yielding in building frames, with fully restrained connections,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a59cdfd85c1453463cbc294f7503b9e
https://doi.org/10.1007/978-3-030-57858-9_7
https://doi.org/10.1007/978-3-030-57858-9_7
Autor:
Praveen K. Malhotra
Publikováno v:
Seismic Analysis of Structures and Equipment ISBN: 9783030578572
Relying solely on strength to resist ground motions can be expensive. A good seismic design utilizes deformability and damping to reduce the strength demand on a structure. A nonlinear analysis is needed to consider all sources of deformability and d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d65e8716965c00dd5b81c7c8a092c26
https://doi.org/10.1007/978-3-030-57858-9_8
https://doi.org/10.1007/978-3-030-57858-9_8
Autor:
Praveen K. Malhotra
Publikováno v:
Seismic Analysis of Structures and Equipment ISBN: 9783030578572
Gantry cranes are customized to meet specific requirements at a facility. Due to their unique configuration, prescriptive design, based on empirical rules, cannot be justified. Gantry cranes have some brittle elements (joints and connections) and som
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e048a0b8ff9301ea0b22991741a6c4ce
https://doi.org/10.1007/978-3-030-57858-9_9
https://doi.org/10.1007/978-3-030-57858-9_9
Autor:
Praveen K. Malhotra
Publikováno v:
Seismic Analysis of Structures and Equipment ISBN: 9783030578572
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. Thi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6d26bd27c57eef13aae45ba5d894726
https://doi.org/10.1007/978-3-030-57858-9_1
https://doi.org/10.1007/978-3-030-57858-9_1