Mechanical Modelling and Computational Issues in Civil Engineering
Author: Michel Fremond, Franco Maceri
Publisher: Springer
Year of publication: 2005
file Format: PDF - 11 MB - 402 Pages
ISSN 1613-7736
ISBN- 3-540-25567-2 Springer Berlin Heidelberg New York
ISBN- 978-3-540-25567-3 Springer Berlin Heidelberg New York
This book collects some papers of Italian and French engineers, mechanicians and mathematicians, all associated within a European research network, the Lagrange Laboratory. Many topics are covered, such as monumental dams, soil mechanics and geotechnics, granular media, contact and friction problems, damage and fracture, new structural materials, vibration damping.
Modelling and computational aspects are both dealt with. The Lagrange Laboratory met plenarily twice, at Le Mont-Saint-Michel in 2001 and at Ravello in 2002, and many individual exchanges took place meanwhile as a result of the activities of a true community, sharing scientific culture and a common understanding of modern civil engineering. In our opinion, this book offers a good example of cooperation between Italian and French scientists, and we believe that it will be of great interest for the reader.
Contents:
- Monumental Dams
- Approach of Mechanical Behavior and Rupture of Cohesive Granular Media. Validation on a Model Medium;
- Phase Change of Volatile Organic Compounds in Soil Remediation Processes;
- Thermo-mechanical Behavior of a Soil. Yield Surface Evolution;
- Water Transport in Soil with Phase Change;
- Tunnels in Saturated Elasto-plastic Soils: Three-dimensional Validation of a Plane Simulation Procedure;
- A Plasticity Model and Hysteresis Cycles;
- Computational Analysis of Isotropic Plasticity Models.
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Encyclopedic Dictionary of Mathematics: The Mathematical Society of Japan (2 Vol. Set)
Kiyosi Ito, " Encyclopedic Dictionary of Mathematics: The Mathematical Society of Japan (2 Vol. Set) "
MIT Press | ISBN-10: 0262590204 | 2 edition (May 4, 1993) | English | 2172 pages | PDF | 181 MB
The second edition of the widely acclaimed Encyclopedic Dictionary of Mathematics was published in 1987 and is now available in paperback. It includes 70 new articles, particularly in applied mathematics, expanded explanations and appendices, coverage of recent work, and reorganization of older topics.
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Comparison of Methods for Texture Assessment of Concrete Surfaces
Pedro Miguel Duarte Santos and Eduardo Nuno Brito Santos Julio
Effect of Aggregate Type on Mechanical Properties of Reactive Powder Concrete
Serdar Aydin, Halit Yazici, Mert Yucel Yardimci, and Huseyin Yigiter
Bidirectional Multiple Cracking Tests on High-Performance Fiber-Reinforced Cementitious Composite Plates
Benny Suryanto, Kohei Nagai, and Koichi Maekawa
Precision of Compressive Strength Testing of Concrete with Different Cylinder Specimen Sizes
Hosein Taghaddos, Hamid R. Soleymani, and J. D. (Dave) Robson
Numerical Simulation of Stress Waves on Surface of Strongly Heterogeneous Media
Dimitrios G. Aggelis
Influence of Fiber Type on Creep Deformation of Cracked Fiber-Reinforced Shotcrete Panels
Erik Stefan Bernard
Suitability of Various Measurement Techniques for Assessing Corrosion in Cracked Concrete
Mike B. Otieno, Mark G. Alexander, and Hans D. Beushausen
New Method for Proportioning Self-Consolidating Concrete Based on Compressive Strength Requirements
Ghazi F. Kheder and Rand S. Al Jadiri
Thermal Strain and Drying Shrinkage of Concrete Structures in the Field
Seongcheol Choi and Moon C. Won
Powder Additions to Mitigate Retardation in High-Volume Fly Ash Mixtures
Dale P. Bentz
Inclined Plane Test to Evaluate Structural Buildup at Rest of Self-Consolidating Concrete
Kamal Henri Khayat, Ahmed F. Omran, and Trimbak V. Pavate
Electrical Resistance Tomography for Assessment of Cracks in Concrete
K. Karhunen, A. Seppanen, A. Lehikoinen, J. Blunt, J. P. Kaipio, and P. J. M. Monteiro
Discussion from the November-December 2009 ACI Materials Journal
Chun-Tao Chen and Leslie J. Struble
6,68 Mb
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Posted by: utan - 10-07-2010, 04:10 PM - Forum: Archive
- No Replies
Please help to find 2 ASCE:
No: 1
Title: Commentary: Soft Ground Geotechnics
Authors: Charles C. Ladd, P.E
Full Journal Name: Geo-Strata —Geo Institute of ASCE
Year, Volume, Issue & Page Range: March/April 2008, Vol. 9, No. 2 , pp. 10-11
DOI: N/A
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No: 2 Title: Embankments on Soft Ground? Don’t Stress It
Authors: Silas C. Nicholas
Full Journal Name: Geo-Strata —Geo Institute of ASCE
Year, Volume, Issue & Page Range: March/April 2008, Vol. 9, No. 2 , pp. 19-22,24
DOI: N/A
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ER2010 is the third in a series of conferences on earth retaining structures organized by the Earth Retaining Structures Committee of ASCE’s Geo-Institute. Held at 20-year intervals ER2010 follows the highly successful ER conferences in Ithaca, New York (1990) and (1970). ER2010 will bring together a broad community of geo-professionals working on retention structures using a wide range of support systems with comprehensive coverage of developments over the past 20 years. The coverage will be diverse, including case histories and practice-oriented papers, recent research findings, innovative technologies, and the emerging arts across many of our disciplines. Professional engineers, researchers, specialty contractors, regulators, educators, and students will interact across a broad range of technical sessions, tutorials, short courses, discussions, and equipment demonstrations.
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Primer for Design of Commercial Buildings to Mitigate Terrorist Attacks: Providing Protection to People and Buildings
(Risk Management)
Paperback: 108 pages
Publisher: Federal Emergency Management Agency (October 20, 2004)
Language: English
ISBN-10: 0160428327
ISBN-13: 978-0160428326
Product Description
Provides guidance to building designers, owners, and state and local governments to mitigate the effects of hazards resulting from terrorist attacks on new buildings.
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I have tried everything possible, from changing the xs_product_identifier to FALSE in the advanced options, to editing the user.ini file...and still the "Tekla Structures" tag appears on every drawing i create. Anyone have suggestions to fix this problem?
Should I replace tie elements ,I've used in formfinding analysis, with sliding cables , in nonlinear static analysis ?
And is it necessary to delete spacer elements after formfinding , because in the program manual is written that they take part only in formfinding ?
Machining Dynamics: Frequency Response to Improved Productivity
Author(s): Tony L. Schmitz and Kevin S. Smith
Editor: Springer
Publication date: 2008-12-02
ISBN: 0387096442
File data: 330 pages | PDF | 6,2 MB
Personal note: Despite the fact this book focus machine inner dynamics behavior, it's very useful for who needs to study in depth foundations machines.
Through this book we demonstrate the importance of considering the role of process dynamics in machining performance. We based the book on graduate courses in mechanical vibrations and manufacturing that we have previously offered, but also included aspects of our research programs in machining dynamics and precision engineering. We developed the text to be applied in a traditional 15 week course format with an intended audience of upper division and graduate level engineering students, as well as the practicing engineer.
We organized the book into seven chapters. The chapter topics are summarized here. Chapter 1 – We provide a of list potential obstacles to machining productivity and highlight the focus areas for this text. We direct the reader to Fig. 1.1.1 for a graphical identification of these areas. Chapter 2 - We first review the fundamentals of single and two degree of freedom free and forced vibrations. We then continue with a description of the frequency response function, including experimental techniques. Chapter 3 – The purpose of this chapter is to describe regenerative chatter in turning and introduce the stability lobe diagram. We detail both analytical and time-domain simulations to determine stable and unstable cutting conditions. Chapter 4 – In this chapter we focus on milling and describe the corresponding analytical and time-domain simulations for stability prediction. Chapter 5 – Our goal for this chapter is to investigate the influence of forced vibrations during stable milling on part geometric accuracy. Both analytical and time-domain approaches are provided. Chapter 6 - We analyze the frequency content of stable and unstable milling signals; update the time-domain simulations developed in Chapters 4 and 5 to include runout of the cutter teeth and variable teeth spacing; discuss stability of low radial immersion milling; and describe the uncertainty evaluation for stability boundaries. Chapter 7 - In this chapter, we apply receptance coupling to prediction of the tool point frequency response function. We also review Euler-Bernoulli beam theory and provide expressions for beam frequency response functions under various boundary conditions.
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