Does anyone have or know the literature where I could find the exact procedure for lateral stability proof of concrete beams according to Stiglat? I found some stuff on web but can't find some tables for beta and k1, k2 & k3 coefficients?
Or does anyone know any other calculation method for this problem and literature?
Applied Strength of Materials for Engineering Technology
Author: Barry Dupen, Associate Professor | Size: 1.7 MB | Format:PDF | Quality:Unspecified | Publisher: the author at Indiana University – Purdue University Fort Wayne | Year: 2012 | pages: 128
The goals of this book are:
• Free or low-cost distribution over the internet
• Frequent revisions based on student input
• Concise explanations
• Examples with complete unit conversions
• Standard Greek symbols for stress and strain
• Problems requiring algebraic answers as well as problems requiring numerical answers
• Problems requiring answers in sentences to show reasoning and understanding of the topics
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Very clear and design oriented paper on the subject of the design of the supports of a circular tunnel to be excavated within a Hoek-Brown medium.
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Strand7 Webnotes are a comprehensive online library of resource materials covering Strand7 modelling, application, usage and installation, plus general background and theory of FEA.
Access to the library is available to supported Strand7 users via a secure login and forms part of our Strand7 Support and Maintenance subscription service. To log in you will need your login details, which can be found inside the Strand7 Installation Kit (DVD case). Should you require information about your login details, please email us.
Each Webnote in the library consists of a PDF describing the topic. Most Webnotes also include one or more Strand7 files to help illustrate the practical side.
We aim to continually expand the Webnote library and you will find the latest releases listed in the Recent Additions section. If there is a specific topic that interests you, or you have an idea for a Webnote that you would like to see, please email us.
We welcome your comments and feedback about any Webnotes that you download. We are also interested in hearing from you should you find any errors in them or require further clarification. [/
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Anybody can get ALL the webnotes?
Specifically, I'm interested in these :
ST7-1.40.30.4 Cable Systems
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ST7-1.40.60.3 Precast Girders with an In-Situ Cast Deck
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ST7-1.40.60.4 Cast Concrete Bridge Deck Creep and Shrinkage
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ST7-1.40.60.6 Bridge Moving Load Analysis with Creep and Shrinkage
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Article/eBook Full Name: Empirical Equations for the Prediction of PGA, PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East
Author(s): Sinan Akkar & Julian J. Bommer
Edition: v. 81 no. 2
Publish Date: 2010
Published By: the Seismological Society of America
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Article/eBook Full Name: An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra
Author(s): BrianS-J. Chiou and Robert R. Youngs
Edition: Volume 24, Issue 1
Publish Date: February 2008
Published By: Earthquake Spectra
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Article/eBook Full Name: Attenuation Relations of Strong Ground Motion in Japan Using Site Classification Based on Predominant Period
Author(s): John X. Zhao, Jian Zhang, Akihiro Asano, Yuki Ohno, Taishi Oouchi, Toshimasa Takahashi, Hiroshi Ogawa, Kojiro Irikura, Hong K. Thio, Paul G. Somerville, Yasuhiro Fukushima and Yoshimitsu Fukushima
Edition: vol. 96 no. 3
Publish Date: June 2006
Published By: Bulletin of the Seismological Society of America
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Title Alkali-Activated Cements and Concretes
Authors Caijun Shi, Della Roy, Pavel Krivenko
Publisher CRC Press, 2006
ISBN 0203390679, 9780203390672
Length 392 page
The Finite-Difference Modelling of Earthquake Motions: Waves and Ruptures
Author: Peter Moczo, Dr Jozef Kristek, Dr Martin Gális | Size: 7 MB | Format:PDF | Quality:Unspecified | Year: 2014 | pages: 394 | ISBN: 9781107028814, 1107028817
Among all the numerical methods in seismology, the finite-difference (FD) technique provides the best balance of accuracy and computational efficiency. This book offers a comprehensive introduction to FD and its applications to earthquake motion. Using a systematic tutorial approach, the book requires only undergraduate degree-level mathematics and provides a user-friendly explanation of the relevant theory. It explains FD schemes for solving wave equations and elastodynamic equations of motion in heterogeneous media, and provides an introduction to the rheology of viscoelastic and elastoplastic media. It also presents an advanced FD time-domain method for efficient numerical simulations of earthquake ground motion in realistic complex models of local surface sedimentary structures. Accompanied by a suite of online resources to help put the theory into practice, this is a vital resource for professionals and academic researchers using numerical seismological techniques, and graduate students in earthquake seismology, computational and numerical modelling, and applied mathematics.
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This 2009 book teaches the principles of soil mechanics to undergraduates, along with other properties of engineering materials, to which the students are exposed simultaneously. Using the critical state method of soil mechanics to study the mechanical behavior of soils requires the student to consider density alongside effective stresses, permitting the unification of deformation and strength characteristics. This unification aids the understanding of soil mechanics. This book explores a one-dimensional theme for the presentation of many of the key concepts of soil mechanics - density, stress, stiffness, strength, and fluid flow - and includes a chapter on the analysis of one-dimensional consolidation, which fits nicely with the theme of the book. It also presents some theoretical analyses of soil-structure interaction, which can be analyzed using essentially one-dimensional governing equations. Examples are given at the end of most chapters, and suggestions for laboratory exercises or demonstrations are given.
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Performance of buildings during the 2001 Bhuj earthquake
Author: Jag Mohan Humar, David Lau, and Jean-Robert Pierre | Size: 4 MB | Format:PDF | Quality:Unspecified | Publisher: Can. J. Civ. Eng. 28: 979–991 (2001) | Year: 2001 | pages: 13
Abstract: The performance of buildings during the January 26, 2001, earthquake in the Kachchh region of the province
of Gujarat in India is discussed. A majority of the buildings in the earthquake region were either of load-bearing masonry
or reinforced concrete framed structure. Most of the masonry buildings were built with random or coursed stone
walls without any reinforcement and heavy clay tile roofing supported on wooden logs. A large number of such buildings
collapsed leading to widespread destruction and loss of life. Many reinforced concrete frame buildings had infill
masonry walls except in the first storey, which was reserved for parking. As would be expected, the open first storey
suffered severe damage or collapsed. Observations of failures confirmed the vulnerability of some structural details that
are known to lead to distress. However, an important observation to come out of the earthquake was that masonry
infills, even when not tied to the surrounding frame, could save the building from collapse, provided such infills are
uniformly distributed throughout the height so that abrupt changes in stiffness and strength did not occur.
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