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Sidesway deflections in symmetrical multi-storey frames and solution of continuous Vierendeel girders
Multistory symmetrical single-bay frames and simply supported equal parallel chorded Vierendeel girders are solved by moment distribution method of N.Naylor; once moments have been determined, deflections throughout frame are quickly computed using information available in Distribution Table; method for determining " deflection line" for simply supported girder permits speedy solution for continuous Vierendeel girder.
Sidesway deflections in symmetrical multi-storey frames and solution of continuous Vierendeel girders
Multistory symmetrical single-bay frames and simply supported equal parallel chorded Vierendeel girders are solved by moment distribution method of N.Naylor; once moments have been determined, deflections throughout frame are quickly computed using information available in Distribution Table; method for determining " deflection line" for simply supported girder permits speedy solution for continuous Vierendeel girder.
Sidesway deflections in symmetrical multi-storey frames and solution of continuous Vierendeel girders
Structural Concrete
Porter, D.M. (author)
1965
7 pages
Article (Journal)
English
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