A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Three Dimensional Analysis of Building Systems (Extended Version)
A procedure and a computer program are developed for the linear structural analysis of frame and shear wall buildings subjected to both static and earthquake loading. The building is idealized by a system of independent frame and shear wall elements interconnected by floor diaphragms which are rigid in their own plane . Within each column bending, axial and shearing deformations are included. Beams and girders may be nonprismatic and bending and shearing deformations are included. Also, shear panels can be considered. Finite column and beam widths are included in the formulation. Nonsymmetric, nonrectangular building which have frames and shear walls located arbitrarily in plan can be considered. Three independent vertical and two lateral static loading conditions are possible. The static loads may be combined with a lateral earthquake input which is specified as a time-dependent ground acceleration or as an acceleration spectrum response. Three dimensional mode shapes and frequencies are evaluated.
Three Dimensional Analysis of Building Systems (Extended Version)
A procedure and a computer program are developed for the linear structural analysis of frame and shear wall buildings subjected to both static and earthquake loading. The building is idealized by a system of independent frame and shear wall elements interconnected by floor diaphragms which are rigid in their own plane . Within each column bending, axial and shearing deformations are included. Beams and girders may be nonprismatic and bending and shearing deformations are included. Also, shear panels can be considered. Finite column and beam widths are included in the formulation. Nonsymmetric, nonrectangular building which have frames and shear walls located arbitrarily in plan can be considered. Three independent vertical and two lateral static loading conditions are possible. The static loads may be combined with a lateral earthquake input which is specified as a time-dependent ground acceleration or as an acceleration spectrum response. Three dimensional mode shapes and frequencies are evaluated.
Three Dimensional Analysis of Building Systems (Extended Version)
E. L. Wilson (author) / J. P. Hollings (author) / H. H. Dovey (author)
1975
127 pages
Report
No indication
English
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