Please use this identifier to cite or link to this item:
http://hdl.handle.net/11375/26414
Title: | Dynamic Response of Inelastic Multi-Storey Building Frames |
Authors: | Guru, B. P. |
Advisor: | Heidebrecht, A. C. |
Department: | Engineering |
Keywords: | dynamic response;inelastic building frames;multi-storey building |
Publication Date: | Apr-1967 |
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. |
URI: | http://hdl.handle.net/11375/26414 |
Appears in Collections: | Digitized Open Access Dissertations and Theses |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Guru_BP_1967Apr_masters.pdf | 4.81 MB | Adobe PDF | View/Open |
Items in MacSphere are protected by copyright, with all rights reserved, unless otherwise indicated.