This book focuses on the changes made in building science and practice by the advent of computers. It explains many more tools now available in the contemporary engineering environment. The book discusses the more commonly used topics of structural failure, cable-nets and fabric structures, and topics of non-linear analysis. Problems with solutions provided.
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Thesis submitted to the Virginia Polytechnic University
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Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements – EBGEO
Author: Deutsche Gesellschaft fr Geotechnik e. V., DGGT | Size: 7 MB | Format:PDF | Quality:Unspecified | Publisher: Wiley | Year: 2011 | pages: 315 | ISBN: 978-3-433-02983-1
The 1997 edition of EBGEO presented the profession with recommendations for designing and analysing earth structures using geosynthetic reinforcements. It adopted the partial safety factor concept used in geotechnical standards, which was then still being developed, more or less in its entirety. The introduction of the 2005 edition of DIN 1054 as part of the body of legally binding building regulations and the associated European regulations made it necessary to revise EBGEO. In addition, unification of the various analysis approaches was necessary to keep pace with fundamental product developments and new applications.
These were implemented exhaustively by the members and guests of the German Geotechnical Society’s (Deutsche Gesellschaft für Geotechnik e. V. (DGGT)) Working Group AK 5.2 ‘Analysis and Dimensioning of Soil Structures using Geosynthetic Reinforcements’ in innumerable meetings comprising both small and large groups. We would like to take this opportunity to say many thanks to all involved!
In addition to a thorough revision of the existing sections, where both practical construction experience and the most recent national and international research results have been incorporated, new sections covering:
– Reinforced Earth Structures over Point or Linear Bearing Elements,
– Foundation Systems Using Geotextile-encased Columns,
– Bridging Subsidence and
– Dynamic Actions on Geosynthetic-reinforced Systems were included.
Positive experience was gathered on a number of construction projects during the Recommendations’ compilation phase and their applicability confirmed – including on international projects. The Working Group also regards this edition of EBGEO as an intermediate stage, because in many cases it is still only possible to design in terms of individual components, but not in terms of the actual ‘soil/geosynthetic’ composite construction material. However, the latter represents the primary objective, which will be pursued by way of more research and monitoring measures on active construction projects.
EBGEO follows the tradition of similar DGGT recommendations such as the EAB (Recommendations on Excavations) or the Recommendations of the Working Group on Piles, which now represent established best practice. The user is referred to the Notes for the User with regard to the compulsory nature of these Recommendations (see Page XXI, taken from EAB (2006), 4th edition, Ernst & Sohn).
The German Geotechnical Society’s (Deutsche Gesellschaft für Geotechnik e. V. (DGGT)) Working Group AK 5.2 ‘Analysis and Dimensioning of Soil Structures using Geosynthetic Reinforcements’ asks you to send any suggestions and correspondence concerning further development of the Recommendations to the Chairman of AK 5.2 (see Page IV for address).
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Rectangular and Circular Mander Concrete Stress-Strain
Size: 250 KB
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I leave here a link to the Earthquake Engineering Codes and Guidelines.
It is compiled by International Association of Earthquake Engineering(IAEE)
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The authors of the Concrete Handbook have worked in Sika for many years as engineers in project and product management.
[SEE POST #3]
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The Japan Society of Seismic Isolation was established in 1993 with the primary aim of promoting seismic isolation,
thereby contributing to the construction of safer and higher quality buildings, resulting in a more prosperous society.
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Size: 0.9 MB | Format:PDF | Quality:Unspecified | Publisher: National Ready Mixed Concrete Association | Year: 2006 | pages: 76
This manual educates truck mixer drivers about concrete and customer relations. It also highlights driver duties, safety precautions, equipment inspection and maintenance procedures, and what the driver should do in case of an accident. This 74-page manual is easy to understand and contains common sense information every driver should know.
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I have bundle selected journal about nonlinear stress-strain model, hope it's will be useful :
THEORETICAL STRESS-STRAIN MODEL FOR CONFINED CONCRETE
By J.B. Mander, M.J.N. Priestley, and R.Park
OBSERVED STRESS-STRAIN BEHAVIOR OF CONFINED CONCRETE
By J.B. Mander, M.J.N. Priestley, and R.Park
Uniaxial Confinement Model for Normal and High Strength Concrete Columns
By Frederic Legeron and Patrick Paultre, M.ASCE
CONFINEMENT MODEL FOR HIGH-STRENGTH CONCRETE
By Salim Razvi and Murat Saatcioglu, Member, ASCE
Behavior and Modeling of Confined High-Strength Concrete
By Q.G. Xiao ;J.G.Teng; and T. Yu
Nonlinear Uniaxial Material Model for Reinforcing Steel Bars
By Sashi K. Kunnath; YeongAe Heo; and Jon F. Mohle
CYCLIC STRESS-STRAIN BEHAVIOR OF REINFORCING STEEL INCLUDING EFFECT OF BUCKLING
By Mario E. Rodriguez, Juan C. Botero,and Jaime Villa
Inelastic Buckling of Reinforcing Bars
By Sungjin Bae, Alexa M. Mieses, and Oguzhan Bayrak, M.ASCE
Local Buckling Analysis of Longitudinal Reinforcing Bars
By Christopher R. Urmson and John B. Mander
Practical Performance Model for Bar Buckling
By Michael P. Berry and Marc O. Eberhard
GENERAL STRESS-STRAIN EQUATION
By K.W.Poh
Model for Cyclic Inelastic Buckling of Steel Braces
By Patxi Uriz, Filip C. Filippou, and Stephen A. Mahin
UNIAXIAL CYCLIC STRESS-STRAIN BEHAVIOR OF STRUCTURAL STEEL
By Nathaniel G, Cofie and Helmut Krawinkler, M.ASCE
MARKOVIAN HYSTERETIC CHARACTERISTICS OF STRUCTURES
By LiZaiming Hiroshi Katukura
HYSTERETIC MODELS FOR DETERIORATING INELASTIC STRUCTURES
By Mettupalayam V. Sivaselvan,Student Member, ASCE, and Andrei M. Reinhorn,Fellow, ASCE
ANALYTICAL DESCRIPTION OF PINCHING,DEGRADING HYSTERETIC SYSTEMS
By Naser Mostaghel, Member ASCE
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