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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 56
ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING COMPUTING FOR PRACTICE Edited by: B.H.V. Topping
Paper II.1
Equivalent Vehicle Load Factors for Slab Design of a Parking Garage H.-G. Kwak and J.-Y. Song
Department of Civil Engineering, Korea Advanced Institute of Science and Technology, Taejon, Korea H.-G. Kwak, J.-Y. Song, "Equivalent Vehicle Load Factors for Slab Design of a Parking Garage", in B.H.V. Topping, (Editor), "Advances in Civil and Structural Engineering Computing for Practice", Civil-Comp Press, Edinburgh, UK, pp 23-29, 1998. doi:10.4203/ccp.56.2.1
Abstract
This paper proposes a simplified, but effective, algorithm
to obtain the critical design moments for slabs of parking
garage. Maintaining the uniformly distributed load concept
generally adopted in design of building structures, the
equivalent vehicle load factors which can simulate the
vehicle load effects without taking additional sophisticated
numerical analyses are introduced. After determining a
standard design vehicle of 2.4 ton through the investigation
of small to medium vehicles made in Korea, the finite
element analyses for the concentrated wheel loads are
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 are
determined. Besides, the relationships between the equivalent
vehicle load factors and the sectional dimensions are
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 to establish the relative efficiencies of the
proposed method.
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