By S L Chan; J G Teng; Hong Kong Polytechnic University
Those volumes of complaints comprise eleven invited keynote papers and 172 contributed papers provided on the overseas convention on Advances in metal buildings hung on 11-14 December 1996 in Hong Kong. The papers hide a large spectrum of issues and feature been contributed from over 20 international locations around the globe. The convention, the 1st ever of its sort in Hong Kong, supplied a discussion board for dialogue and dissemination via researchers and architects of contemporary advances within the research, behaviour, layout and development of metal buildings. The papers within the complaints document the present state of the art and element to the long run instructions of structural metal examine. quantity I comprises ninety three papers at the research, behaviour, layout and building of framed constructions and bridges, with ninety papers in quantity II facing plates, shells, research, optimization and computing device purposes, dynamics and seismic layout, fatigue, and soil-structure interaction. Read more...
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Extra info for Advances in steel structures: proceeding of International Conference on Advances in Steel Structures, 11-14 December 1996, Hong Kong
Shen Zuyan, Zong Tingcong, et al (1990). Study on the Behavior of the Pond of Beam-to-Column ("~mllections o f T all Steel Buildings, Research Report of Tongii University. Shi Meng, Ye Zhiman, et al (1990). Experimental Research of the Carrying Capacity of Embedded Plate with St,d Anchorage of Tall Steel Buildings, Research Report of Tsinghua University. Zhao Jincheng, Shen Zuyan (1994). The Combustion Model and Heat Transfer for the Design of Steel Structures Against Fire, Industrial Construction, 7, 12-15,28.
Nonlinear analysis of thin-walled structures using least element per member. Trans. ASCE Journal of Structural Engineering. 116(1): 251-234 48 S. A. A. & Kitipornchai, S. 1990b. Elasto-plastic large deformation analysis of thin-walled structures. Engineering Structures. A. & Kitipornchai, S. 1990c. Predicting the ultimate structural behaviour of transmission towers. Steel Construction, AISC. A. & Kitipornchai, S. 1992. Nonlinear analysis of transmission towers. Structures. 14 (3): 139-151. A. 1981.
D~o (27) Ms~p d~ in which Ms and ~s are the initially yielding moment and corresponding curvature of the section at first loading and R is the restoring factor. n ~~> ~~ q~ - ~~ (28) (P s,n < (/9 <_ qg p, n (,Op , n -- (P s,n where fl is the strengthening coefficient of materials. Afterward, 9 tests of spatial hysteretic behavior of beam-columns were conducted and a spatial hysteretic model was presented further (Li, Shen et al 1993, 1995b). In order to consider the effect of the variety of the axial force on the hysteretic behavior of beam-columns, a numerical analytic model was proposed (Chen, Shen et al 1994) on the basis of experimental results.