A steel structural frame and reinforced concrete walls are bound together by a thin rigid shell, acting as a seismic diaphragm, forming the composite structural system of the chapel.
In this paper a set of tension formulas for composite winding outside thin wall cylinder are established according to theory of cylinder shell.
本文按圆柱壳理论建立了一套在薄壁圆筒外缠绕复合材料的张力公式。
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As a kind of non-evenly braced composite rotating thin-walled shell structures, the structural behavior and failure criterion of column supported steel silo are very complicated.