1,721,140 research outputs found
Design and modelling aspects concerning the submerged floating tunnels: an application to the Messina Strait crossing
Fourth Symposium on STRAIT CROSSINGS, Bergen – Norway, 2-5 September 2001
Design and modelling aspects concerning the submerged floating tunnels: an application to the Messina Strait crossing
Fourth Symposium on STRAIT CROSSINGS, Bergen – Norway, 2-5 September 2001
Comparative Study on Seismic Design Procedures for Steel MR Frames according to the Force-Based Approach
Design and modelling aspects concerning the submerged floating tunnels: an application to the Messina Strait crossing
Proceedings of the Fourth Symposium on Strait Crossings Bergen / Norway 2-5 September 200
Going Beyond Counting First Authors in Author Co-citation Analysis
The present study examines one of the fundamental aspects of author co-citation analysis (ACA) - the way co-citation
counts are defined. Co-citation counting provides the data on which all subsequent statistical analyses and mappings
are based, and we compare ACA results based on two different types of co-citation counting - the traditional type that
only counts the first one among a cited work's authors on the one hand and a non-traditional type that takes into
account the first 5 authors of a cited work on the other hand. Results indicate that the picture produced through this non-traditional author co-citation counting contains more coherent author groups and is therefore considerably clearer. However, this picture represents fewer specialties in the research field being studied than that produced through the traditional first-author co-citation counting when the same number of top-ranked authors is selected and analyzed. Reasons for these effects are discussed
Inelastic Behaviour of Hollow Rectangular Shaped Aluminium Beams.
5th Int.Conf. on Computational Structures Technology & 2nd Int.Conf. on Engineering Computational Technology Leuven-Belgium, 6-8 September 200
Mechanical Fasteners for Cladding Sandwich Panels: Interpretative Models for Shear Behaviour
The shear performance of screwed connection systems usually adopted for lightweight sandwich panels is investigated in this paper. First of all, after brief considerations concerning the possibility to use cladding panels as diaphragm in steel building and the corresponding connecting system requirements, the results of available monotonic and cyclic experimental analyses on several connection typologies are summarised. Then mathematical models able to interpret both monotonic and cyclic behaviour of the connections are proposed. In particular, the mathematical cyclic model is based on the previously defined envelope curve, which is expressed by means of a Ramberg-Osgood type law relationship and calibrated trough monotonic tests. Finally, the comparison between experimental and numerical results is carried out, focussing on the actual dissipative capacities of such connection typologies
Experimental Analysis of Aluminium T-Stubs: Framing of the Research Activity (*)
8th INALCO 2001 International Conference on Joints in Aluminium Munich, Germany, 28-30 March 200
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