Download e-book for iPad: Advanced Problems in Bridge Construction by G. Creazza, M. Mele

By G. Creazza, M. Mele

ISBN-10: 3211823182

ISBN-13: 9783211823187

ISBN-10: 3709126142

ISBN-13: 9783709126141

This quantity bargains with the main sleek and topical difficulties of bridge layout. the subjects offered permit to take on either theoretical-analytical in addition to technical-constructive features of the layout challenge, stating how in terms of bridges, in particular for lengthy span bridges, the 2 points are completely inseparable. In sleek bridges, purposes of technical and financial feasibility oblige an severe parceling of the development procedure, with the ensuing have to revise, with appreciate to the prior, either layout innovations in addition to the theoretical equipment of research that governs it. All this may in actual fact be derived from analyzing the current quantity, within which different contributions rigidity theoretical and technical questions of specific curiosity and topicality, with out claiming to technique them systematically, yet delivering transparent procedural ideas and pattern symptoms. almost about the theoretical process, a few of specific significance are reviewed, reminiscent of the opportunity of utilizing restrict research, the simplification of the layout procedure for bridges, toughness, and laptop aided layout. For what issues the bridge typologies and the corresponding confident difficulties, the emphasis is usually at the ones nonetheless in an evolutionary part, that's lengthy span suspended/stayed bridges and cantilever outfitted bridges with prefabricated segments.

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Lacroix ACTION OF PRESTRESSING TENDONS isostatic tendons contin&:Ji_ty tendons effect of prestressing Cantilever built bridges 51 EFFECT OF PERMANENT LOADS R. Lacroix 52 EFFECT OF OPERATING LOADS l 53 Cantilever built bridges EFFECT OF THERMAL GRADIENT soc+ G +a } 10° C + G with Ei & 1 R. Lacroix 54 --------- EFFECT OF CONCRETE CREEP 1 5f-- 2 . { 1 MPa prefa . 5 MPa in situ COMPOSITE BRIDGES NEW DEVELOPMENTS IN EUROPE P. Dubas Swiss Federal Institute of Technology, Zurich, Svizzera ABSTRACT The present paper deals with new developments for composite bridges, as they have been opened recently to traffic.

00 83 ~ d d + Fig. 4, Transverse load distribution for a composite bridge 59 Composite bridges The loading corresponds to the new Swiss Code SIA 160/1989. The decrease in girder bending, in comparison with a distribution according to the level principle, is of the order of 10% for the sagging moments. The corresponding torsional moments in the deck plate require generally no increase for the reinforcement. 3 Bridges curved in plane with open framing For curved bridges built some twenty years ago in Switzerland a closed framing was generally adopted, even for relatively high ratios of the radius of curvature to the span length.

1 shows as an application the elevation of the main span of the Napoltlon Bridge near Brig (outside girder). In the hogging moment region a high strength weathering steel with a yield stress of 41 0 N/mm2, made in Italy, has been used, allowing a reduction of the cross-sectional area of the flanges and of the corresponding welding labour. 2. 800 800 650-40 18 650-45 16 stiffeners 800-60 650-25 800 800 18 800-45 83800mm Fig. 1, Elevation of the main span of the Napol~on Bridge (CH) During the formation of the protective layer brownish trail may make the concrete piles dirty.

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Advanced Problems in Bridge Construction by G. Creazza, M. Mele


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