Connections in Steel Structures III by International Workshop on Connections in Steel Structures
By International Workshop on Connections in Steel Structures 1995 trento, Reidar Bjorhovde, Andre Colso
This publication publishes the complaints from the 3rd overseas Workshop on Connections in metal buildings: Behaviour, energy and layout held in Trento, Italy, 29-31 might 1995. The workshop introduced jointly the world's most suitable specialists in metal connections study, improvement, fabrication and layout. The scope of the papers displays cutting-edge concerns in all components of endeavour, and manages to compile the wishes of researchers in addition to designers and fabricators. subject matters of specific significance contain connections for composite (steel-concrete) constructions, overview tools and reliability matters for semi-rigid connections and frames, and the influence of utmost loading occasions reminiscent of these imposed via significant earthquakes. The booklet highlights novel equipment and functions within the box and guarantees that designers and different participants of the development achieve entry to the hot effects and techniques.
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Extra resources for Connections in Steel Structures III
Earthquake Update, AISC Technical Bulletin No. 2: Interim Observations & Recommendations On Steel Moment Resisting Frames," Modem Steel Construction, 34(12), 22-31. Buttry, K. E. (1965). "Behavior of Stud Shear Connectors in Lightweight and Normal-Weight Concrete," MS Thesis, University of Missoun Collins, M. P. and Mitchell, D. (1991). Prestressed Concrete Structures, Prentice Hall, 142-154. Crawford, S. F. and Kulak, G. L. (1971). "Eccentrically Loaded Bolted Connections," Journal of the Structural Division, 97(ST3), 765-783.
The present contribution emphases especially the development of this simplified prediction method. 2. T H E O R E T I C A L AND EXPERIMENTAL INVESTIGATIONS A numerical model to analyse the non-linear composite joint behaviour including all the flexibilities governing the characteristics of this type of joint has been developed ((Ren & Crisinel, 1994, Ren, 1995). By incorporating this numerical model into an existing composite beam analysis program COMPCAL (Ren & Crisinel, 1992), a new program CO JOINT has been developed to simulate the semi-rigid behaviour of composite joints.
And Lewis, B. A. (1980). , 38-52. Sublett, C. , Easterling, W. S. M. (1992). "Strength Of Welded Headed Studs In Ribbed Metal Deck On Composite Joists," Report No. CE/VPI-ST 92/03, Virginia Polytechnic Institute and State University, Blacksburg, VA, 257 pages. INFLUENCE OF SLIP OF THE SHEAR CONNECTION ON COMPOSITE JOINT BEHAVIOUR Jean-Marie Aribert Abstract Test results on flush end plate composite joints with different degrees of shear connection are reported and commented with regard to modelling aspects.