Live Load Design Moments for Parking Garage Slabs Considering Support Deflection Effect

Cited 4 time in webofscience Cited 0 time in scopus
  • Hit : 490
  • Download : 613
This paper develops a simplified, but effective, algorithm to obtain critical design moments for clamped and/or elastically supported parking garage slabs. Maintaining the uniformly distributed load concept generally adopted in the design of building structures, this paper introduces the equivalent vehicle load factors which can simulate the vehicle load effects without conducting additional sophisticated numerical analyses. After choosing a standard design vehicle of 2.4 ton following the investigation of small to medium vehicles made in Korea, finite element analyses for concentrated wheel loads were conducted by referring to the influence surfaces. Based on the obtained member forces, the equivalent vehicle load factors for slabs which represent the ratios of member forces under vehicle loads to those under uniformly distributed loads were determined. In addition, the relationships between the equivalent vehicle load factors and sectional dimensions were established by regression, and those are used to obtain the design moments by vehicle loads. The member forces calculated by the proposed method are compared with the results of four different approaches described in current design codes with the objective being to establish the relative efficiencies of the proposed method. (C) 2001 Published by Elsevier Science Ltd.
Publisher
Pergamon-Elsevier Science Ltd
Issue Date
2001
Language
English
Article Type
Article
Keywords

BEAMS

Citation

COMPUTERS & STRUCTURES, v.79, no.19, pp.1735 - 1751

ISSN
0045-7949
URI
http://hdl.handle.net/10203/20769
Appears in Collection
CE-Journal Papers(저널논문)
Files in This Item
This item is cited by other documents in WoS
⊙ Detail Information in WoSⓡ Click to see webofscience_button
⊙ Cited 4 items in WoS Click to see citing articles in records_button

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0