If some one can provide link or data base of test result of beam faluire having flexture and shear rft. I need to use as reference in my research paper.
EU COST C13 Glass and Interactive Building Envelopes - Final Report
Volume 1 Research in Architectural Engineering Series
Author: M. Crisinel (Author, Editor), M. Eekhout (Author, Editor), M. Haldimann (Author, Editor), R. Visser (Author, Editor) | Size: 9.27 MB | Format:PDF | Publisher: IOS Press | Year: February 15, 2007 | pages: 312 | ISBN: ISBN-10: 1586037099 ; ISBN-13: 978-1586037093
The main objective of theCOST Action C13 was to increase the knowledge of properties and possibilities of glazing in order to increase the performance of building envelopes, to reduce the energy consumption and to improve the quality of life with respect to interior space, impact on the environment and human welfare. This collection of papers presented at meetings and workshops of the COST C13 working groups1 (Architectural Aspects and Design Integration), 2 (Quality of Interior Space) and 3 (Structural Aspects of Glass) are the result of 5 years of exchange of ideas, experiences and know-how between members, delegates and experts. It represents the body of knowledge from a restricted but representative group of professionals in Europe on the subject of glass building envelopes. The Steel Structures Laboratory at Ecole Polytechnique Federale de Lausanne (CH) and the research group 'Facades & Systems' of the Faculty of Architecture at Delft University of Technology (NL) have taken the initiative to publish these COST C13 papers in order to disseminate the knowledge to the world of glass facade professionals and to contribute to the development of a new generation of high-performance glass building envelopes.
IOS Press is an international science, technical and medical publisher of high-quality books for academics, scientists, and professionals in all fields.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Flexural-Torsional Buckling of Structures
New Directions in Civil Engineering
Author: N. S. Trahair | Size: 27.88 MB | Format:PDF | Publisher: E & FN Spon | Year: July 20, 1993 | pages: 382 | ISBN: ISBN-10: 0849377633 ; ISBN-13: 978-0849377631
Flexural-Torsional Buckling of Structures provides an up-to-date, comprehensive treatment of flexural-torsional buckling and demonstrates how to design against this mode of failure. The author first explains the fundamentals of this type of buckling behavior and then summarizes results that will be of use to designers and researchers in either equation or graphical form. This approach makes the book an ideal text/reference for students in structural engineering as well as for practicing civil engineers, structural engineers, and constructional steel researchers and designers.
The book begins by introducing the modern development of the theory of flexural-torsional buckling through discussions on the general concepts of equilibrium, total potential, virtual work, and buckling. It then continues with in-depth coverage of hand methods for solving buckling problems, the analysis of flexural-torsional buckling using the finite element method, and the buckling of different types of structural elements and frames composed of various elastic materials. Other topics addressed include the design and inelastic buckling of steel members. The book's final chapter considers a collection of special topics.
following review helpful:
A great reference, January 15, 2000
This is a must-have reference for researchers and engineers in the field of structural stability. Particular emphasis is made on Flexural Torsional Buckling of planar frames and arches under in-plane loads.
The book is well organized and extremely well written by one of the renowned experts in the field. Extensive summary of benchmarking solutions including recent ones is given in each chapter. I would rate this book at the same level as the distinguished titles: "Theory of Beam-Column (1977)" by Chen and Atsuta, and "Guide to Stability Design Criteria for Metal Structures (5th edition, 1998)" by Galambos.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Lui, E.M. (1992). “A Novel Approach for K Factor Determination” Engineering Journal, AISC, Vol. 29, No. 4, pp. 150-159.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
I wonder if you could help me to find these papers too.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Author: PETER A. CUNDALL and ROGER D. HART | Size: 1.00 MB MB | Format:PDF | Publisher: ENGINEERING COMPUTATIONS | Year: 1992 | pages: 13
Discrete element methods are numerical procedures for simulating the complete behaviour of systems of discrete, interacting bodies.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
A reviewof techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering
Author: L. Jing | Size: 1.74 MB MB | Format:PDF | Publisher: International Journal of Rock Mechanics & Mining Sciences | Year: 2003 | pages: 71
The purpose of this reviewpaper is to present the techniques, advances, problems and likely future developments in numerical modelling for rock mechanics
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Green Roof Systems goes beyond the fashionable green roof movement and provides solid information on building accessible space, often as important public space, over structure. It offers brief coverage of the entire process, including planning and collaboration, and focuses on the technical aspects of these roof systems, their components, and their applications.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
![[Image: 24467274492582986495.jpg]](http://pic.civilea.com/images/24467274492582986495.jpg)
![[Image: info.png]](https://forum.civilea.com/postgen/icon/info.png){kind=icon}
![[Image: 00339490168914643854.jpg]](http://pic.civilea.com/images/00339490168914643854.jpg)
![[Image: 46029163189652437181.jpg]](http://pic.civilea.com/images/46029163189652437181.jpg)
![[Image: 23542704047823030597.jpg]](http://pic.civilea.com/images/23542704047823030597.jpg)
![[Image: 87748016114026030383.jpg]](http://pic.civilea.com/images/87748016114026030383.jpg)
![[Image: Download.png]](https://forum.civilea.com/postgen/icon/Download.png){kind=icon}
![[Image: 37590121582121184919.jpg]](http://pic.civilea.com/images/37590121582121184919.jpg)
![[Image: 93316411757722161639.jpg]](http://pic.civilea.com/images/93316411757722161639.jpg)
![[Image: 27826974566180661962.jpg]](http://pic.civilea.com/images/27826974566180661962.jpg)
![[Image: 70605077571882589517.jpg]](http://pic.civilea.com/images/70605077571882589517.jpg)