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Use of computers in analysis of multi-storey rigid frames
Programming of multi-story rigid frames by stiffness (displacement) method based on slope-deflection equation; method described is more accurate since it is not limited by types of structures and takes into account all deformations; example of application of procedure which continues from one story to next.
Use of computers in analysis of multi-storey rigid frames
Programming of multi-story rigid frames by stiffness (displacement) method based on slope-deflection equation; method described is more accurate since it is not limited by types of structures and takes into account all deformations; example of application of procedure which continues from one story to next.
Use of computers in analysis of multi-storey rigid frames
Concrete Constr Eng
Dhillon, R.S. (author)
1966
6 pages
Article (Journal)
English
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