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A Simplified Method of Multistory-frame Analysis Including the P-? Effect

by Hani Melhem, (A.M.ASCE), Kansas State Univ, Manhattan, United States,
Khalid Niazi, Kansas State Univ, Manhattan, United States,



Document Type: Proceeding Paper

Part of: Computing in Civil Engineering

Abstract:

A simplified method of non-iterative analysis of rigid multistory-frames having vertical columns with different heights within the same story is developed by means of a modification to the slope-deflection method through the principle of stationary potential energy.

Subject Headings: Structural analysis | Rigid frames | Mid-rise buildings | Energy methods | Computer analysis | Buildings | Structural stability

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