Zobrazeno 1 - 10
of 84
pro vyhledávání: '"Praveen K. Malhotra"'
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Autor:
Costis Syngros, George Mylonakis
Publikováno v:
Earthquake Engineering & Structural Dynamics. 31:1025-1031
The Discussers would like to congratulate the Author for his contribution to the analysis of response spectra. As mentioned in the Original Paper, engineers often pay little attention to incompatibilities in the histories of ground acceleration, disp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9dade0bc87438366e4253ae3405c59fb
https://doi.org/10.1002/eqe.115
https://doi.org/10.1002/eqe.115
Publikováno v:
Practice Periodical on Structural Design and Construction. 27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91609ac458f3c0329bc42093f3ef6139
https://doi.org/10.1061/(asce)sc.1943-5576.0000645
https://doi.org/10.1061/(asce)sc.1943-5576.0000645
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