This paper summarizes the significant changes made since the
publication of the 2008 Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary (ACI 318R-08) that are reflected in the 2011 edition of the code.
Changes affecting conventionally reinforced concrete as well
as precast, prestressed concrete, including posttensioned
concrete, are enumerated.
The changes to “Appendix D: Anchoring to Concrete,” are particularly important and are of major interest to the precast/prestressed concrete industry. These are described in detail.
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Article/eBook Full Name: Designers' Guide to Eurocode 8: Design of bridges for earthquake resistance
Author(s): B. Kolias; M. N. Fardis; A. Pecker
Publish Date: 2012
ISBN: 978-0-7277-5736-4
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This book deals in a modern manner with a family of named problems from an old and mature subject, classical elasticity. These problems are formulated over either a half or the whole of a linearly elastic and isotropic two- or three-dimensional space, subject to loads concentrated at points or lines. The discussion of each problem begins with a careful examination of the prevailing symmetries, and proceeds with inverting the canonical order, in that it moves from a search for balanced stress fields to the associated strain and displacement fields.
The book, although slim, is fairly well self-contained; the only prerequisite is a reasonable familiarity with linear algebra (in particular, manipulation of vectors and tensors) and with the usual differential operators of mathematical physics (gradient, divergence, curl, and Laplacian); the few nonstandard notions are introduced with care. Support material for all parts of the book is found in the final Appendix.
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Posted by: ak_civil85 - 09-24-2013, 10:15 AM - Forum: Archive
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Title: Laboratory-Made RCC containing Dry Bottom Ash: Part I�Mechanical Properties
Document Name: 95-M12
Author(s): Nader Ghafoori and Yuzheng Cai
Publication: Materials Journal
Volume: 95
Issue: 2
Pages: 121-130
Keywords: bottom ash; compaction; compression; drying shrinkage; flexure; modulus of elasticity; splitting-tension;
Date: March 1, 1998
Link:
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ACI 314R-11: Guide to Simplified Design for Reinforced Concrete Buildings
PDF File format - 138 pages
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A Case study by the students in Baroda University of the distress and eventual collapse of a building in the city of Baroda, india.
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Article/eBook Full Name: Plastic-hinge methods for framed structures: Theory, formulation, automatic algorithms
Author(s): HOANG Van Long
Edition: 1st
Publish Date: 2010
ISBN: 3838389646-978-3838389646
Published By: LAP LAMBERT Academic Publishing
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1. ”Explicit Stresses under Rectangular Footings.”
Journal of Geotechnical Engineering
by R. Irles1 and F. Irles2
Volume 120, Issue 2 (February 1994) pages 444–450.
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2. Stresses from linearly distributed pressures over rectangular areas
By Halil Murat Algin†
nternational Journal for Numerical and Analytical Methods in Geomechanics
Volume 24, Issue 8, pages 681–692, July 2000
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3.) Algin, H. M. (2007). “Practical formula for dimensioning a rectangular
footing.” Eng. Structures, 29(6), 1128–1134.
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4) FOUNDATION PRESSURES BENEATH RECTANGULAR FOOTINGS. TECHNICAL NOTE..
Author: A CSENKI
Source: ICE Proceedings, Volume 83, Issue 2, 01 June 1987 , pages 465 –473
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5) Gurfinkel, G. (1970). “Analysis of footings subjected to biaxial bending.”
J. Struct. Div., 96(6), 1049–1059.
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6) Hackman, M. (1977). “Bearing pressures on bridge footings.” Civil. Eng., 11,
37–39.
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7) Dimensioning Footings Subjected to Eccentric Loads
William H. Highter, M. ASCE1; and John C. Anders2
Journal of Geotechnical Engineering
Volume 111, Issue 5 (May 1985)
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I'll be greatly indebted to anyone who can share these papers with me .These paper are very important piece of technical literature , please share . I 'll be extremely thankfull and greatfull to anyone who can help me with them
Deformable solids have a particularly complex character; mathematical modeling is not always simple and often leads to inextricable difficulties of computation. One of the simplest mathematical models and, at the same time, the most used model, is that of the elastic body – especially the linear one. But, notwithstanding its simplicity, even this model of a real body may lead to great difficulties of computation.
The practical importance of a work about the theory of elasticity, which is also an introduction to the mechanics of deformable solids, consists of the use of scientific methods of computation in a domain in which simplified methods are still used.
This treatise takes into account the consideration made above, with special attention to the theoretical study of the state of strain and stress of a deformable solid. The book draws on the known specialized literature, as well as the original results of the author and his 50+ years experience as Professor of Mechanics and Elasticity at the University of Bucharest. The construction of mathematical models is made by treating geometry and kinematics of deformation, mechanics of stresses and constitutive laws. Elastic, plastic and viscous properties are thus put in evidence and the corresponding theories are developed. Space problems are treated and various particular cases are taken into consideration. New solutions for boundary value problems of finite and infinite domains are given and a general theory of concentrated loads is built. Anisotropic and non-homogeneous bodies are studied as well. Cosserat type bodies are also modeled. The connection with thermal and viscous phenomena will be considered too.
Audience: researchers in applied mathematics, mechanical and civil engineering.
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