This paper presents the application of unbonded prestressed concrete technique to cylindrical shell with big diameter through an engineering case.

通过工程实例，介绍无粘结预应力混凝土技术在大直径圆柱壳中的应用。

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In the paper, a SFRC (Steel Fibre Reinforced Concrete) cylindrical thin shell is designed and fabricated and its stability behaviors arc tested with a specially-made loading lever-system.

本文设计创作了一个钢纤维混凝土圆柱薄壳，采用一套特制的杠杆加载体系对其稳定性能进行了测试。

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A calculation model of bar system-cylindrical shell to be used for elastoplastic analysis of earthquake response of reinforced concrete tube structures is given in the thesis.

本文提出了一种用于筒体高层结构弹塑性地震反应分析的杆系——柱壳计算模型。

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