地址的文本由总统,柯ith White, at the Institution’s annual dinner at Guildhall, City of London, on 6 May 1988, in response to the toast to the Institution proposed by the Rt. Hon. The Baroness Elles. May I first, on behalf of the members of my Institution and, I am sure, on the part of our guests too, express our sincere appreciation to you, Baroness, for speaking to us this evening and in proposing the toast to the Institution of Structural Engineers, so ably and so eloquently.
Dr. E. J. O’Brien (Roughan & O’Donovan (formerly, de Leuw, Chadwick & OhEocha)): I read this paper with great interest, as I am currently designing a grain germination vessel that is, in many respects, similar to the domed structures described.
希瑟尔（Heathall）位于邓弗里斯（Dumfries）郊区，由Arrol-Johnson Motor Car Company选择了工厂。现在被列出的建筑于1912年完成，是英国建立的第一家铁质混凝土工厂。主要高程长170 m，后部有五个凸出的翅膀。外部结构是裸露的混凝土框架，并带有砖砌的dado墙壁和填充玻璃。它在整个持续的生活中都可以维修，并且通过当前的结构改进工作，已经维护和增强了原始形式。C. Dinardo和J.R. Ballinghall
平板的设计BS 8110 Mr。C 。霍舍姆（Horsham）的沙普科特（Shapcott）要求对扁平板经验设计的表3.19中给出的因素进行启蒙。He refers in particular to the moment values achieved at the first interior support: It appears that, historically, the slab moment values have been higher (CP114 and CPllO), but now equate to WL/16, the ‘L’ being modified in all cases. I note that the total moment at the joint equates to the old values, but at worst any stiffness analysis of slab alone should approach Table 3.13 values. Verulam