Title:
Lateral Load Effective Width of Flat Plates with Drop Panels
Author(s):
Peter Darvall and Fred Allen
Publication:
Journal Proceedings
Volume:
81
Issue:
6
Appears on pages(s):
613-617
Keywords:
deflection; finite element method; flat concrete plates; Fourier se-
ries; frames; lateral pressure; plates (structural members); stiffness; structural
analysis.
DOI:
10.14359/10708
Date:
11/1/1984
Abstract:
Previous values for effective width coefficients of flat plate structures are compared to those obtained using a finite element model, suggesting a modification for the rigid column model in the series solutions. A table of modified effective width coefficients is presented. effective width coefficients for flat plates with drop panels of two sizes and various thicknesses are given in charts. They allow rapid quantification of the considerable stiffening effect of drop panels.