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ANALYSIS OF BUILDING FRAMES
Faculty
Not Specified
Year:
1993
Type of Publication:
Article
Pages:
468-483
Authors:
HARTLEY, G, ABDELAKHER, A
DOI:
10.1061/(ASCE)0733-9445(1993)119:2(468)
Journal:
JOURNAL OF STRUCTURAL ENGINEERING-ASCE ASCE-AMER SOC CIVIL ENGINEERS
Volume:
119
Research Area:
Construction \& Building Technology; Engineering
ISSN
ISI:A1993KK55300007
Keywords :
ANALYSIS , BUILDING FRAMES
Abstract:
The term building frame as defined in this paper, refers to a general flat-plate structural system, comprising thin Kirchoff plates (the floor slabs), which are interconnected by one-dimensional flexural elements (the columns and column walls) of various shapes and layout. The building-frame material is assumed to be linear elastic. A stiffness method for analyzing this structure addresses the full three-dimensional frame and is practical for use either as a design tool or for research. The direct boundary element method (DBEM) is used to generate the stiffness properties of the slab thin-plate element and to calculate the internal actions. Potential applications include stress analysis, and in addition, these numerical procedures permit a more rational basis for studying dynamic behavior, and other types of analysis in which a full building frame structural stiffness model is desirable. The paper is oriented toward a general structural engineering readership.
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