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Title: Torsion in Grid Frames

Author(s): John P. Klus and C.K. Wang

Publication: Symposium Paper

Volume: 18

Issue:

Appears on pages(s): 89-102

Keywords:

DOI: 10.14359/17565

Date: 1/1/1968

Abstract:
A series of concrete gird frame and beam tests indicate that the moment distribution in grid frames can be predicted within +-15 percent using the displacement method analysis and including the effects of torsion.