Due to the inherent properties of thin shelled metal structures, buckling is the main cause of failure and is therefore a topic of great concern and interest. This book is the assimilation of a wealth of recent research, experience and knowledge on the subject.
Previously scattered information is made available in a concise, convenient and easy-to-understand form and state of the art research findings are thoroughly examined. This book is relevant to those involved with such structures as: aircraft, missiles, submarines, silos, tanks, pipelines, chimneys and offshore platforms.
About the Author
J. G. Teng, Professor, Department of Civil and Structural Engineering, Hong Kong Polytechnic University.
J. M. Rotter, Professor, Department of Civl Engineering, Unversity of Reading.
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Workshop on Direct Strength Method Design of Cold-Formed Steel Members
Structures Congress 2010
B. W. Schafer, C. D. Moen, and J. R. Smith
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Unified Element and Section Approach to Design of Cold-Formed Steel Structures
J. Struct. Engrg. Volume 136, Issue 4, pp. 343-353 (April 2010)
M. R. Bambach
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Distortional Buckling of Cold-Formed Steel Shear Wall Studs under Uplift Force
J. Struct. Engrg. Volume 136, Issue 3, pp. 317-323 (March 2010)
Cheng Yu
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Light Gauge Cold-Formed Steel Profile for Decks in Housing Units
Pract. Periodical on Struct. Des. and Constr. Volume 14, Issue 4, pp. 219-223 (November 2009)
Gilbert H. Béguin
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Strength of Screw Connections in Cold-Formed Steel Construction
J. Struct. Engrg. Volume 135, Issue 8, pp. 951-958 (August 2009)
Reynaud Serrette and Dean Peyton
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Authors: Professor Ravindra K Dhir; Dr Moray D Newlands; Dr Andrew Whyte
Hardbound ISBN: 978-0-7277-3403-7
Ebook ISBN: 978-0-7277-4000-7
Publication Date: July 2005
Bridge Structural Analysis, Design, and Construction Engineering
RM Bridge Professional V8i is comprehensive 2D/3D/4Dsoftware used by bridge engineers for bridges of all types, materials, and construction methods. A fully integrated modeling, analysis, and design process and rapid results processing bring economy to bridge design. RM Bridge Professional produces deliverables derived directly from the models being analyzed -- improving bridge constructability and ensuring smooth project delivery.
All-in-One Bridge Offering
Whether running standalone or with other RM Bridge advanced programs, RM Bridge Professional follows an iterative modeling and analysis process that gives users remarkable flexibility in the bridge design process. It puts an end to costly start-over tasks that occur in midstream and has the added benefit of ensuring that an efficient and balanced project is delivered. This enables engineers to achieve extreme accuracy and go to unprecedented levels of analytical exploration and simulation. The software provides seamless support for required international design codes.
RM Bridge Professional is the core software of the RM Bridge family, which offers integrated applications for bridge engineering and construction. RM Bridge software comprises a selection of advanced applications for the intensive analysis requirements of complex bridge types, such as long-span cable-stayed and suspension bridges. Add-on tools address specialized activities such as rolling stock analysis and simulated wind-tunnel analysis, as well as a variety of construction and fabrication methods such as balanced cantilever construction and in-situ casting.
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I never think the civil or structural engineers are different from other people. Cheaters are in every place and if they think we are stupid they are wrong. Users CivilEng, Ahmed 2010, Library are the same user and gave each other thanks and reputation. You are all invited to do the same and to be banned.
Looking for to "Proceedings of the 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symposium in Honor of Professor I.M. Idriss"
IF someone has this Please let's have it. Would be glad
COMBRI Design Manual - Part I: Application of Eurocode rules - Part II: State-of-the-Art...
COMBRI DESIGN MANUAL
Part I: Application of Eurocode rules
Part II: State-of-the-Art and Conceptual Design of Steel and Composite Bridges
This design manual is an outcome of the research project RFS-CR-03018 “Competitive Steel and Composite Bridges by Improved Steel Plated Structures - COMBRI” [7] and the successive dissemination project RFS2-CT-2007-00031 “Valorisation of Knowledge for Competitive Steel and Composite Bridges - COMBRI+” which have been funded by the Research Fund for Coal and Steel (RFCS) of the European Community. Within the RFCS research project essential knowledge has been acquired to enhance the competitiveness of steel and composite bridges and this has been incorporated in the design manual at hand which has been also presented in the frame of several seminars and workshops. The manual is subdivided into two parts to provide the reader with clearly arranged and concise documents:
► Part I: Application of Eurocode rules.
In the research project the different national background of each partner how to apply and interprete Eurocode rules was brought together and a European melting pot of background information and general knowledge has been created. In order to maintain this valuable information two composite bridge structures - a twin-girder and a box-girder bridge - are covered in this part of the COMBRI Design Manual on the basis of worked examples for which the knowledge is written down in a descriptive manner. The examples include references to current Eurocode rules.
► Part II: State-of-the-Art and Conceptual Design of Steel and Composite Bridges.
The national state-of-the-art in bridge design can be different so that firstly bridge types of the project partners’ countries - Belgium, France, Germany, Spain and Sweden - are introduced. They reflect the current practice in those countries and common bridge types as well as unusual bridges intended to solve special problems and some solutions being part of development projects are presented in Part II of the COMBRI Design Manual [8]. Also, improvements which can be provided to the design of steel and composite bridges are discussed and the possibilities and restrictions given by the current Eurocode rules are highlighted.
Moreover, the features of software EBPlate [13] developed in the research project to determine the elastic critical buckling stresses are presented in its contributive application for bridge design.
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