The district community centre and singleton hostel at sai ying pun has carefully preserved the massive granite verandah of the old mental hospital as a recognition of its historical value . the remaining areas of the old structure were demolished to make room for the new 9 - storey building with an elevation design articulated to echo the classical look of the arch - shaped verandah 西营盘的区域社区中心暨单身人士宿舍的设计，保留了极具历史价值的旧精神病院花岗岩走廊，其馀的旧式结构则被拆除，建成９层高大楼，大楼的崭新外观与修复后保存的古典拱型走廊，互相呼应，别树一格。
Several kind of simplified calculating models are introduced . the web and flange plates in mcar with a large number of corrugations were equivalent to orthotropic curve plates . the equivalent elastic modulus was yielded by tensile tests , which provides the material constants data for the structural static and dynamic analysis 2 、综述了拱型波纹钢屋盖的各种简化计算模型，并把带有波纹的腹板和底板分别等效成正交各向异性平曲板，通过拉伸测试了它们的等效弹性模量，为结构的静力和动力有限元分析提供材料常数依据。
Focusing on the micro construction of concrete materials , some research has been done . based on the former accomplishment and two theories : fraction mechanics and damage mechanics , the thermal damage model is established . the temperature damage developing equation is presented , as well as the calculation of arch construction 本文在总结前人研究成果的基础上，从混凝土材料组成的微细观角度出发，应用混凝土断裂力学和损伤力学理论对混凝土材料在温度荷载作用下的损伤问题进行了理论与试验研究，提出了混凝土温度损伤模型，并导出了混凝土温度损伤演变方程，最后用损伤有限元对拱型结构进行了数值计算，论文的具体内容如下： 1
In this paper at last . the localized anti - collapsing effect of the cave depot of single aircraft under the explosive load is calculated and analyzed . the explosive result shows that 3d ripped steel plate and ribbed shell structure are effective to raise the capacity of anti - collapsing of the protective structures 对飞机单机掩蔽库工程在爆炸荷载作用下，抗局部震塌效应进行了计算分析，模拟直接命中的爆炸试验结果表明：钢筋混凝土内衬三维波纹钢板组成拱型复合结构，是提高防护结构抗震塌破坏的一种十分有效的措施。
It also analyzed the whole stress of the ribbed shell structure under the explosive load . the analytic result keeps well with that of the dynamic response of 6 . 8kg tnt . it shows that this analytic method in this paper is feasible for the design and inspection of cave depot of single aircraft 通过理论计算与6 . 8kgtnt装药爆炸时的动力响应实测比较，两者数值吻合很好，表明本文计算分析方法是可行的。为钢板-混凝土拱型复合结构的设计与检验提供了理论基础，为飞机单机掩蔽库工程的设计检验提供了一条可行的计算分析方法。
