Korean Architects (건축사)

Korea Institute of Registered Architects (대한건축사협회)
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The Analysis of T. L. Shell

T.L.SHELL의 응력해설

  • Published : 1969.07.01
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Abstract

As we all know a large number of thin shell with the shape of E.P and H.P have been constructed. In this paper, we will be interested to the bending problem of thin translational shell. Two basic differential equations of shallow shell are to be used to derive approximate solution of it. Stress analysis of E.P. translational shell with constant thickness under uniform surface oad is to be given as an example. More exact solution formulated by K. Apeland can be found in the proceeding, Journal of the Engineering Mechanics Division, A.S.C.E., Feburary, 1961.

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