By S L Chan; J G Teng; Hong Kong Polytechnic University

ISBN-10: 0080428304

ISBN-13: 9780080428307

Those volumes of court cases comprise eleven invited keynote papers and 172 contributed papers provided on the foreign convention on Advances in metal buildings hung on 11-14 December 1996 in Hong Kong. The papers disguise a large spectrum of themes and feature been contributed from over 20 nations worldwide. The convention, the 1st ever of its style in Hong Kong, supplied a discussion board for dialogue and Read more...

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Additional resources for Advances in steel structures: proceeding of International Conference on Advances in Steel Structures, 11-14 December 1996, Hong Kong

Sample text

Furthermore, test 43 44 S. A. AI-Bermani data indicated considerable discrepancies between computed member loads from linear elastic truss analysis, and measured member loads from tests. In the case of transmission towers, there are deviations from standard practice of structural design. For example, towers are almost invariably constructed of angle sections, joints are lapped spliced with no recognition being made of eccentric stress transfer and bracing members are otten connected together by one leg only.

A total of 1238 elements and 487 nodes are used to model the tower. Numerical results obtained from the analysis for Test Nos. 1 to 4 are shown in Fig. 3 and Table 1. 0) under Loading Conditions 1,3 and 4 as was reported in the test. 75 due to buckling of the diagonal members in the common body. 9. The predicted magnified deflected shape of the tower at the ultimate load is shown in Fig. 4. S. A. 2 Heavy Suspension Tower (275 kV Double CircuiO A full-scale heavy suspension tower (Fig. lb) was tested under six different loading conditions (EPT 1988).

Formex configuration processing in structural engineering. Elsevier Applied Science Publishers Ltd.. QEC test report 1983. Queensland Electricity Generating Board, Nebo-Ross Transmission Line, D2T1512At, November 1983, Queensland, Australia. 49 Full Scale Testing of Transmission and Telecommunication Towers Table 1: Comparison of predicted deflections eLnd full-scale test read-outs Measured Deflections Locations of Read-Outs TER Test No. 1 Test -54 LER -87 LAR Test Predicted Test Predicted --88 -86 -115 -114 -215 -513 -218 -161 -453 -251 -93 -105 +13 -82 -86 -93 -150 -159 -151 -225 -230 -44 +44 -14 -39 -48 -65 Predicted -68 -393 LAL TBR -19 -74 LBR Test No.

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Advances in steel structures: proceeding of International Conference on Advances in Steel Structures, 11-14 December 1996, Hong Kong by S L Chan; J G Teng; Hong Kong Polytechnic University


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