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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The overall aim of the book is to introduce students to the typical course followed by a data analysis project in earth sciences. A project usually involves searching relevant literature, reviewing and ranking published books and journal articles, extracting relevant information from the literature in the form of text, data, or graphs, searching and processing the relevant original data using MATLAB, and compiling and presenting the results as posters, abstracts, and oral presentations using graphics design software. The text of this book includes numerous examples on the use of internet resources, on the visualization of data with MATLAB, and on preparing scientific presentations. As with its sister book MATLAB Recipes for Earth Sciences–3rd Edition (2010), which demonstrates the use of statistical and numerical methods on earth science data, this book uses state-of-the art software packages, including MATLAB and the Adobe Creative Suite, to process and present geoscientific information collected during the course of an earth science project. The book's supplementary electronic material (available online through the publisher's website) includes color versions of all figures, recipes with all the MATLAB commands featured in the book, the example data, exported MATLAB graphics, and screenshots of the most important steps involved in processing the graphics.
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I need all of your help & reply (+ or -) for this topic.
I have no idea about computer languages like C++, C#, dot NET, VB...etc. I never studied these languages.But now it is my dream to study these languages. My aim is to develop Tekla Structures Applications, Extensions.....etc.
As a beginner, i don't know where i need to start to fulfill my dream. Now a days lot of extensions & applications developing in tekla structures.I can use these products but, i don't know how to develop a new application based on our requirement.
First i am planning to study C#. For this a lot of help files available in internet.But how i can start C# study. i.e. before starting this any other knowledge i required? any other language i should study?.....etc. Same way i need to study dot NET & VB for Tekla applications.
I saw these good threads in our forum. Really good & interesting .
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