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Title: Deflections and Vibrations in High Buildings

Author(s): L. J. Mensch

Publication: Journal Proceedings

Volume: 28

Issue: 2

Appears on pages(s): 387-404

Keywords: none

DOI: 10.14359/8244

Date: 2/1/1932

By the moment area principle simple formulas are derived for the analysis of windbracing systems which enable engineers to design tall building frames in a surprisingly short time. Simple formulas are also aiven for windbracing systems with great variation of column and girder sizes, spans, and story heights. pre-By the same method formulas are derived for the shear deflections of windbracing skeletons and for the mold-deflectionsdue to longitudinal stresses. Simple formula


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