Posted by: maxpn3 - 05-02-2013, 04:29 AM - Forum: Archive
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Dear members,
can someone share this publication:
Article/eBook Full Name: Monitoring of Soil-Structure Interaction Instruments for Measuring Soil Pressures
Author(s): George E. Lazebnik, Gregory P. Tsinker Ph.D., P.E.
Edition:
Publish Date: 1998
Published By: Springer
ISBN: 978-1-4613-7740-5 (Print) 978-1-4615-5979-5 (Online)
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Posted by: Diquan - 05-01-2013, 08:39 PM - Forum: General Books
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Beginning Visual C# 2012 Programming
Author: Karli Watson, Jacob Vibe Hammer | Size: 7.5 MB | Format:PDF | Quality:Unspecified | Publisher: John Wiley & Sons, Inc. | Year: 2012 | pages: 910 | ISBN: 978-1-118-31441-8
INTRODUCTION
C# IS A RELATIVELY NEW LANGUAGE that was unveiled to the world when Microsoft announced the first version of its .NET Framework in July 2000. Since then its popularity has rocketed, and it has arguably become the language of choice for both desktop and web developers who use the .NET Framework. Part of the appeal of C# comes from its clear syntax, which derives from C/C++ but simplifies some things that have previously discouraged some programmers. Despite this simplification, C# has retained the power of C++, and there is now no reason not to move into C#. The language is not difficult and it’s a great one to learn elementary programming techniques with. This ease of learning, combined with the capabilities of the .NET Framework, make C# an excellent way to start your programming career.
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Dear all,
I need this paper :
Empirical calibration of local magnitude datasets versus moment magnitude in Italy (Gasperini et al. 2013)
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Revit Extensions for Autodesk Revit 2014 extend the capabilities of Autodesk Revit 2014, Autodesk Revit Architecture 2014, Autodesk Revit MEP 2014, and Autodesk Revit Structure 2014 software in key areas, including structural analysis, modeling, reinforcement, interoperability and construction documentation.
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This paper presents the results of an experimental program devoted to the validation of a theoretical
model for predicting the ultimate behavior of bolted T-stubs under monotonic loading conditions. Twelve
specimens have been tested, under displacement control, to evaluate their plastic deformation supply. The specimens
are characterized by different values of the ratio between the flexural resistance of the flanges and the
axial resistance of the bolts, covering the whole range of practical design situations. The results from experimental
evidence are compared with the force versus displacement curves predicted by means of the theoretical
model presented in a companion paper, whose application is presented by means of a worked example. This
comparison provides the validation of the proposed theoretical model, whose primary aim is the evaluation of
the plastic deformation capacity of the most important component of bolted connections. Finally, by means of
the validated theoretical model, the role of the parameters affecting the plastic deformation supply of bolted
connections is stressed.
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Use of Supplementary Cementing Materials to Increase the Resistance to Chloride Ion Penetration of Concretes Cured at Elevated Temperatures
Author: Rachel J. Detwiler, Chris A. Fapohunda, and Jennifer Natale | Size: 440 KB | Format:PDF | Quality:Unspecified | Publisher: ACI - Materials Journal | Year: 1994 | pages: 4
It has long been known that elevated curing temperatures, while accelerating the early strength gain of concrete, reduce the ultimate strength. Recent research has shown that elevated curing temperatures can also reduce the resistance to chloride diffusion of plain portland cement concretes. Describes an investigation of the chloride penetration of 0.40 and 0.50 water-cement ratio concretes containing either 5 percent silica fume or 30 percent blast furnace slag (substitution by mass), cured at elevated temperatures. Plain portland cement concretes were used as controls. The concretes were cured at constant temperatures of 23, 50, and 70 C (73, 122, or 158 F) to a degree of hydration of approximately 70 percent. Supplemental tests were performed on concretes cured overnight using a steam-curing regime. Both the silica fume and slag concretes performed better than the controls in these tests.
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Hi,
I would be grateful if anybody can share this article.
Thank you in advance
Article/eBook Full Name: Use of Supplementary Cementing Materials to Increase the Resistance to Chloride Ion Penetration of Concretes Cured at Elevated Temperatures
Author(s): Rachel J. Detwiler, Chris A. Fapohunda, and Jennifer Natale
Publish Date: 1994
ISBN: 0889-325X
Published By: ACI - Materials Journal
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ISO 7619-1:2010 specifies a method for determining the indentation hardness (Shore hardness) of vulcanized or thermoplastic rubber by means of durometers using the A scale for rubbers in the normal-hardness range; the D scale for rubbers in the high-hardness range; the AO scale for rubbers in the low-hardness range and for cellular rubbers; and the AM scale for thin rubber test pieces in the normal-hardness range.
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ISO 7619-1:2010 specifies a method for determining the indentation hardness (Shore hardness) of vulcanized or thermoplastic rubber by means of durometers using the A scale for rubbers in the normal-hardness range; the D scale for rubbers in the high-hardness range; the AO scale for rubbers in the low-hardness range and for cellular rubbers; and the AM scale for thin rubber test pieces in the normal-hardness range.
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