Live Load Factors for Parking Garage Members

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This paper proposes a simplified, but effective, algorithm to obtain critical design moments for clamped and/or elastically supported parking garage girders, beams and slabs. Maintaining the uniformly distributed load concept, the equivalent vehicle load factors which can simulate vehicle load effects without conducting additional sophisticated numerical analyses for the concentrated loads are introduced. After determining a standard design vehicle of 2.4 tons through an investigation of small to medium-sized vehicles made in Korea, finite element analyses for concentrated wheel loads were carried out by referring to the influence lines for the girders and beams and influence surfaces for the slabs. Based on the obtained member forces, we determined the equivalent vehicle load factors for the girders, beams and slabs which represent the ratios of member forces under vehicle loads to those under uniformly distributed loads. In addition, the relationships between the equivalent vehicle load factors and sectional dimensions were established by regression and used to obtain the design moments by vehicle loads. The member forces calculated by the proposed method are compared with the results of different approaches mentioned in current design codes with the objective of establishing the relative efficiencies of the proposed method. (C) 2000 published by Elsevier Science Ltd. All rights reserved.
Publisher
Elsevier Science Bv
Issue Date
2000
Language
English
Article Type
Article
Citation

STRUCTURAL SAFETY, v.22, no.3, pp.251 - 279

ISSN
0167-4730
URI
http://hdl.handle.net/10203/20025
Appears in Collection
CE-Journal Papers(저널논문)
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