Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of three-dimensional building frames
Method of analysis for multistory buildings assumed to behave as assemblage of independent frames, oriented in x and y directions and coupled at each floor level by diaphragm which is rigid in its own plane; method involves evaluation of lateral stiffness of each individual frame, making use of recursion equations derived from "tri-diagonal" character of frame stiffness matrix; complete building stiffness is then obtained by appropriate combination of frame stiffnesses; features of program written for IBM 7090 are described.
Analysis of three-dimensional building frames
Method of analysis for multistory buildings assumed to behave as assemblage of independent frames, oriented in x and y directions and coupled at each floor level by diaphragm which is rigid in its own plane; method involves evaluation of lateral stiffness of each individual frame, making use of recursion equations derived from "tri-diagonal" character of frame stiffness matrix; complete building stiffness is then obtained by appropriate combination of frame stiffnesses; features of program written for IBM 7090 are described.
Analysis of three-dimensional building frames
Int Assn Bridge Structural Eng -- Publ
Clough, R.W. (Autor:in) / King, I.P. (Autor:in)
1964
16 pages
Report
Englisch
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| Tema Archiv | 1993
| British Library Online Contents | 1993
| Online Contents | 1993
Nonlinear finite element analysis of three-dimensional frames
| British Library Online Contents | 1994