Please use this identifier to cite or link to this item:
http://hdl.handle.net/11375/29903
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.advisor | Heidebrecht, A. C. | - |
dc.contributor.author | GURU, Badri P. | - |
dc.date.accessioned | 2024-06-27T14:00:26Z | - |
dc.date.available | 2024-06-27T14:00:26Z | - |
dc.date.issued | 1967-04 | - |
dc.identifier.uri | http://hdl.handle.net/11375/29903 | - |
dc.description.abstract | This thesis presents an analytical method based on classical matrix methods for computing the dynamic response of elastic-plastic multi-storey building frames. The method developed is comparatively simple and is of much use for building frames having large number of storeys. By this method, response of multi-storey buildings could be calculated on high-speed digital computers of high storage capacity. The computer program developed saves huge storage locations and thus makes it possible to analyze multi-storey frames which till now were considered as very difficult. Dynamic response of a two-storey and six-storey frame are shown to demonstrate the utility of the method. | en_US |
dc.language.iso | en | en_US |
dc.subject | Engineering | en_US |
dc.title | DYNAMIC RESPONSE OF INELASTIC MULTI-STOREY BUILDING FRAMES | en_US |
dc.type | Thesis | en_US |
dc.contributor.department | Engineering | en_US |
dc.description.degreetype | Thesis | en_US |
dc.description.degree | Master of Engineering (ME) | en_US |
Appears in Collections: | Digitized Open Access Dissertations and Theses |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Guru_Badri_P_1967Apr_masters.pdf | 4.38 MB | Adobe PDF | View/Open |
Items in MacSphere are protected by copyright, with all rights reserved, unless otherwise indicated.