CEB FIP model code 1990 first draft add
Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Published: 1990-08-01
Total Pages: 326
ISBN-13: 2883940045
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Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Published: 1990-08-01
Total Pages: 326
ISBN-13: 2883940045
DOWNLOAD EBOOKAuthor: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Published: 1990-03-01
Total Pages: 375
ISBN-13:
DOWNLOAD EBOOKAuthor: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Published: 1990-03-01
Total Pages: 219
ISBN-13:
DOWNLOAD EBOOKAuthor: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Published: 1988-07-01
Total Pages: 253
ISBN-13:
DOWNLOAD EBOOKAuthor: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Published: 1988-07-01
Total Pages: 215
ISBN-13:
DOWNLOAD EBOOKAuthor: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Published: 1988-07-01
Total Pages: 138
ISBN-13:
DOWNLOAD EBOOKAuthor: Comité euro-international du béton
Publisher: Thomas Telford
Published: 1996
Total Pages: 214
ISBN-13: 9780727720863
DOWNLOAD EBOOKThis text provides a review of relevant knowledge in the area of constitutive modelling of concrete steel bonds and their interaction. It discusses the problems encountered in assembling the various elements with the purpose of constructing the model of an element made of reinforced concrete. Whether physically or empirically based, very simple or sophisticated, long-established or brand new, the models presented in this book are produced in as rational a framework as possible, and are accompanied by comments on their advantages and limitations.
Author: G. Creazza
Publisher: Springer
Published: 2014-05-04
Total Pages: 298
ISBN-13: 3709126142
DOWNLOAD EBOOKThis volume deals with the most modern and topical problems of bridge design. The topics presented allow to tackle both theoretical-analytical as well as technical-constructive aspects of the design problem, pointing out how in the case of bridges, specifically for long span bridges, the two aspects are absolutely inseparable. In modern bridges, reasons of technical and economic feasibility oblige an extreme parceling of the construction process, with the consequent need to revise, with respect to the past, both design concepts as well as the theoretical apparatus of analysis that governs it. All this can clearly be derived from reading the present volume, in which the different contributions stress theoretical and technical questions of particular interest and topicality, without claiming to approach them systematically, but offering clear procedural rules and trend indications. With reference to the theoretical approach, some of particular importance are reviewed, such as the possibility of using limit analysis, the simplification of the design process for bridges, durability, and computer aided design. For what concerns the bridge typologies and the corresponding constructive problems, the emphasis is mostly on the ones still in an evolutionary phase, that is long span suspended/stayed bridges and cantilever built bridges with prefabricated segments.
Author: Zdenek P. Bazant
Publisher: Springer Science & Business Media
Published: 2012-12-06
Total Pages: 193
ISBN-13: 9401136386
DOWNLOAD EBOOKFrom time to time the International Journal of Fracture has presented matters thought to be of special interest to its readers. The last special topic review was presented by Drs W.G. Knauss and AJ. Rosakis as Guest Editors in four issues, January-April 1990, under the general title of Non Linear Fracture. It contained sections on damage mechanisms, interfaces and creep, time depen dence, and continuum plasticity insofar as they affect the mechanisms of the fracture process. Continuing this policy, which is consistent with our stated objectives, the two September issues deal with the behavior of concrete and cementious materials during fracture initiation and propagation. We hope that the ensuing state-of-the-art review will yield another instructive and timely product which readers will find useful. To assist us in presenting this subject, we have prevailed upon a well-known international expert in concrete behavior, Dr. Z.P. Bazant, Walter P. Murphy Professor of Civil Engineering, of Northwes tern University to act as Guest Editor. On behalf of the editors and publishers, I wish to thank Professor BaZant and his invited authors for undertaking this special effort. M.L. WILLIAMS Pittsburgh, Pennsylvania Editor-in-Chief September 1991 International Journal of Fracture 51: ix-xv, 1991. Z.P. Bafant (ed.), Current Trends in Concrete Fracture Research.
Author: Euro-International Committee for Concrete
Publisher: FIB - International Federation for Structural Concrete
Published: 1991
Total Pages: 176
ISBN-13: 9782883940109
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