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Paper deals with rectangular flat shells used as floors on bottom of tanks, silos, etc; analysis by theory of bending is presented; equation for determination of deflection and for shear effects and moments.
Paper deals with rectangular flat shells used as floors on bottom of tanks, silos, etc; analysis by theory of bending is presented; equation for determination of deflection and for shear effects and moments.
Doubly curved shells framed by edge girders
Die in Randtraegern eingespannte doppelt gekruemmte Schale
Krstic, M. (author)
Bautechnik ; 38
1961
4 pages
Article (Journal)
German
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