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K.P. Oiger, "The Action of Panels and Other Roof Elements on the Work of Saddle-Shape Suspended Cable Structures", in B.H.V. Topping, (Editor), "Proceedings of the International Conference on the Design and Construction of Non-Conventional Structures", Civil-Comp Press, Edinburgh, UK, pp 17-26, 1987. doi:10.4203/ccp.7.13.3

Abstract

An overview of our investigations on suspended roofs is given in (refs. 1, 2). The action of roof elements is commonly neglected when calculating inner forces and displacements for the bearing part of the suspended roof, i.e. cable network and contour beam. Joint work of the network and contour beam with roof boarding and posts and with connections located, for example, on the boarding plane yields substantial changes in the stress-strain state of the main bearing elements.

This paper discusses the joint work of network and contour beam with square and diamond-shaped panel roof elements. The results of experimental investigations are described and a method for calculating geometry of prestressed unloaded network and stress-strain state of loaded structure are presented. In the final part some data on the study of a similar tent roof are given.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 7/8 PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON THE DESIGN AND CONSTRUCTION OF NON-CONVENTIONAL STRUCTURES Edited by: B.H.V. Topping Paper XIII.3 The Action of Panels and Other Roof Elements on the Work of Saddle-Shape Suspended Cable Structures K.P. Oiger Tallinn Technical University, USSR doi:10.4203/ccp.7.13.3 purchase the full-text of this paper Full Bibliographic Reference for this paper K.P. Oiger, "The Action of Panels and Other Roof Elements on the Work of Saddle-Shape Suspended Cable Structures", in B.H.V. Topping, (Editor), "Proceedings of the International Conference on the Design and Construction of Non-Conventional Structures", Civil-Comp Press, Edinburgh, UK, pp 17-26, 1987. doi:10.4203/ccp.7.13.3 Abstract An overview of our investigations on suspended roofs is given in (refs. 1, 2). The action of roof elements is commonly neglected when calculating inner forces and displacements for the bearing part of the suspended roof, i.e. cable network and contour beam. Joint work of the network and contour beam with roof boarding and posts and with connections located, for example, on the boarding plane yields substantial changes in the stress-strain state of the main bearing elements. This paper discusses the joint work of network and contour beam with square and diamond-shaped panel roof elements. The results of experimental investigations are described and a method for calculating geometry of prestressed unloaded network and stress-strain state of loaded structure are presented. In the final part some data on the study of a similar tent roof are given. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £78 +P&P)
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