A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Response analysis of tall buildings to strong earthquake motions -- 1
Pt 1. Elastic response of core-wall building to earthquake ground motions is analyzed; core-wall building is assumed to be represented by vibratory system having uniform shear beam and uniform cantilever with elastic restraint to rotation; equation of vibration for this system is derived and solution is given by modal expression; using this modal solution maximum response values of six core-wall buildings to two recorded earthquakes are obtained and results are compared with those computed by modal analysis of "root mean square" type.
Response analysis of tall buildings to strong earthquake motions -- 1
Pt 1. Elastic response of core-wall building to earthquake ground motions is analyzed; core-wall building is assumed to be represented by vibratory system having uniform shear beam and uniform cantilever with elastic restraint to rotation; equation of vibration for this system is derived and solution is given by modal expression; using this modal solution maximum response values of six core-wall buildings to two recorded earthquakes are obtained and results are compared with those computed by modal analysis of "root mean square" type.
Response analysis of tall buildings to strong earthquake motions -- 1
Tokyo. Univ -- Earthquake Research Inst -- Bul
Osawa, Y. (author) / Murakami, M. (author)
1965
15 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Response analysis of tall buildings to strong earthquake motions -- 2
| Engineering Index Backfile | 1966
Method of Selecting Design Earthquake Ground Motions for Tall Buildings
| British Library Online Contents | 2000
Inelastic earthquake response of tall buildings
| Engineering Index Backfile | 1965
Earthquake Response Design Criteria for Tall Buildings
| British Library Conference Proceedings | 1971
Response of Tall Buildings to Near-Field Ground Motions
| British Library Conference Proceedings | 1998