Posted by: st77bel - 04-13-2013, 11:49 AM - Forum: Archive
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#Full title: EN 14490-2010 Execution of special geotechnical works - Soil nailing
#Author: CEN/TC 288
#Publisher: CEN
#Language: English
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# Full title: EN 14216:2004 Cement - Composition, specifications and conformity criteria for very low heat special cements
# Author(s): CEN/TC 51
# Publisher: CEN
# Language: English
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Posted by: ska51 - 04-12-2013, 06:24 AM - Forum: Archive
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I need the following article from the Journal of WATER SCIENCE AND TECHNOLOGY
Geostatistical mapping of precipitation: implications for rain gauge network design
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Article/eBook Full Name: RSMeans Building Construction Cost Data
Author(s): Waier Phillip (Author), Charest Adrian (Author), RSMeans Eng Dept (Author), RSMeans (Editor)
Edition: 71st
Publish Date: September 28, 2012
ISBN: 1936335565, ISBN-13: 978-1936335565
Published By: RS Means
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When a thin walled cylindrical liquid storage tank suffers a large seismic base excitation, buckling phenomena may be caused such as bending buckling at the bottom portion and shear buckling at the middle portion of the tank. However, the dynamic behaviors of the tanks is not fully clarified, especially those from the occurrence of buckling to some failures. In this study, bending buckling phenomena were focused which will be categorized as diamond buckling and elephant foot bulge. As ones of a series of studies, dynamic buckling tests were performed using large scale liquid storage tank models simulating thin walled cylindrical liquid storage tanks in nuclear power plants. The input seismic acceleration was increased until the elephant foot bulge occurred, and the vibrational behavior before and after buckling was investigated. In addition to the large scaled model tests, fundamental tests using small scaled tank models were also performed in order to clarify the effects of dynamic liquid pressure on the buckling threshold and deformation patterns.
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Author: Peter A. Irwin | Size: 2 MB | Format:PDF | Quality:Unspecified | Publisher: Los Angeles Tall Building Structural Design Council | Year: 2010 | pages: 43
Wind Issues for Structural Design
Structural integrity under ultimate loads
Deflections under service loads
Building motions and occupant comfort
Uncertainties in building structural properties
(stiffness, damping)
Uncertainties in wind loading
Uncertainties in wind climate
Codes and standards
Computational Fluid Dynamics
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Author: Jerry marcus | Size: 12.7 MB | Format:PDF | Quality:Unspecified | Publisher: Urban land institute | Year: 2010 | pages: 217 | ISBN: 9780874202373, 087420237X, 9781613744512, 161374451X
The purpose of this publication is to foster a better understanding of the planning,design,developmenet, and poeration of parking facilities.
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SMALL DAMS : Guidelines for Design, Construction and Monitoring
Author: Gérard DEGOUTTE | Size: 1.5 MB | Format:RAR | Quality:Original preprint | Publisher: French Committee on Large Dams | Year: 2002 | pages: 179 | ISBN: 2-85362-448-X
These guidelines for the design and construction of small dams have been drafted under the aegis of the French Committee on Large Dams. Small dams are conventionally defined as dams less than approximately 25 metres high.
The designer of a small dam may face a difficult task because he will not have access to the design and monitoring resources commonly deployed for larger dams.
The recommendations and advice in these guidelines have been drawn up on the basis of the climate, population and economic conditions found in France. They may require some modification if used in a different context.
For example, safety criteria may be relaxed if the valley downstream of the dam is sparsely populated; greater caution may be required in the absence of abundant rainfall and streamflow records; and some of the arrangements recommended may be considered needlessly costly luxuries.
Nevertheless, the guidelines provide a consistent foundation on which country-specific alternatives can be built up. It is thus of undeniable general interest, and the French Committee has decided to support an English language version.
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Application of Seismic Cone for characterization of Ground Improvement by Vibro Replacement
Author: Ali Amini Asalemi | Size: 29.4 MB | Format:PDF | Quality:Original preprint | Publisher: The University of British Columbia | Year: 2006 | pages: 342
Abstract :
The objective of this thesis was to gain a better understanding of physical process of ground improvement by vibro-replacement and of how the induced changes is ground conditions affect the interpretation of seismic cone penetration testing used to asses its effectiveness. This was achieved by a combination of field testing and monitoring supported by numerical modelling of both the vibro-replacement process and of in situ testing. Field measurement were made of the input motions created by the vibrator and the induced response of the ground. The measured vibrator motions were input to a numerical model of the soil mass and the results of the analysis were compared to the measure data. The results of seismic cone testing before and after a 15 sites and existing chamber test data were analyzed and additional numerical modeling of seismic cone testing in the post treatment ground conditions was carried out.
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AUTODESK PLANT DESIGN SUITE ULTIMATE V2014 WIN32 WIN64-ISO
Size: 10.46/13.1 GB
Autodesk® Plant Design Suite Ultimate provides a comprehensive set of modeling, visualization, simulation, and drafting tools that help educators prepare students for careers in plant design and engineering. The suite offers an optimized set of software for modern 3D plant modeling, including piping design, structural design, and whole-project review.
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