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Paper discusses design requirements for cylinder roof on four side support; calculated factors are magnitude of section of shell, size of lateral girders, and bearing conditions of girders; role of side wall wind stresses on behavior of shell; role of torsional and longitudinal moments; comparison between self-supporting and fully supported shells.
Paper discusses design requirements for cylinder roof on four side support; calculated factors are magnitude of section of shell, size of lateral girders, and bearing conditions of girders; role of side wall wind stresses on behavior of shell; role of torsional and longitudinal moments; comparison between self-supporting and fully supported shells.
Barrel roof without tie rod
Das zugbandlose Tonnendach
Grimme, R. (author)
1959
8 pages
Article (Journal)
German
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