Autodesk Revit software is specifically built for Building Information Modeling (BIM), helping building professionals design, build, and maintain higher-quality, more energy-efficient buildings. Autodesk Revit is now available as an application that combines the capabilities of Autodesk Revit Architecture, Autodesk Revit MEP, and Autodesk Revit Structure software.
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IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
Autodesk Quantity Takeoff: Building material cost estimate software. Cost Estimating & Quantity Surveying Software. Autodesk® Quantity Takeoff building cost estimating software helps make material costing faster, easier, and more accurate. Cost estimators can create synchronized, comprehensive project views that combine important information from building information modeling (BIM) tools such as Revit® Architecture, Revit® Structure, and Revit® MEP software together with geometry, images, and data from other tools. Automatically or manually measure areas and count building components, export to Microsoft® Excel®, and publish to DWF™ format.
•Takeoff in minutes automatically—Perform a takeoff on an entire building information model (BIM) in just minutes through integration of 2D and 3D design data.
•Greater flexibility than typical databases or spreadsheets—Perform interactive examination of 3D models for material cost estimating purposes.
•Dynamic counting—Count and quantify design data quickly and easily.
•More efficient manual takeoff—Supports the takeoff of JPG, TIF, PDF, and other “nonintelligent” image formats.
•Share, query, and clarify—Generate quantities linked to specific objects. Mark up and “round-trip” your comments.
•Faster and more insightful quantity reports—Create summaries and detailed quantity surveying reports quickly and easily.
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IMPORTANT NOTICE: You may use this software for evaluation purposes only.
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By any means you may not use this software to make money or use it for commercial purpose.
Recent landslide events demonstrate the need to improve landslide forecasting and early warning capabilities in order to reduce related risks and protect human lives. In this thesis, local and regional investigations were carried out to analyse landslide characteristics in the Swabian Alb region, and to develop prototypic landslide early warning systems. In the local study area, an extensive hydrological and slope movement monitoring system was installed on a seasonally reactivated landslide body located in Lichtenstein- Unterhausen. Monitoring data was analysed to assess the influence of rainfall and snow-melt on groundwater conditions, and the initiation of slope movements. The coupled hydrology-slope stability model CHASM was applied to detect areas most prone to slope failures, and to simulate slope stability using a variety of input data. Subsequently, CHASM was refined and two web-based applications were developed: a technical early warning system to constantly simulate slope stability integrating rainfall measurements, hydrological monitoring data and weather forecasts; and a decision-support system allowing for quick calculation of stability for freely selectable slope profiles. On the regional scale, available landslide inventory data were analysed for their use in evaluation of rainfall thresholds proposed in other studies. Adequate landslide events were selected and their triggering rainfall and snow-melting conditions were compared to intensity-duration and cumulative thresholds. Based on the results, a regional landslide early warning system was developed and implemented as a webbased application. Both, the local and the regional landslide early warning systems are part of a holistic and integrative early warning chain developed by the ILEWS project, and could easily be transferred to other landslide prone areas.
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Waves and Wave Forces on Coastal and Ocean Structures
Author: Robert T. Hudspeth | Size: 31.1 MB | Format:PDF | Quality:Unspecified | Publisher: World Scientific | Year: 2006 | pages: 952 | ISBN: 9812386122
This work focuses on: the physics of the fundamental dynamics of fluids and of semi-immersed Lagrangian solid bodies that are responding to wave-induced loads; the scaling of dimensional equations and boundary value problems, in order to determine a small dimensionless parameter - say, e - that may be used to linearize the equations and the boundary value problems so as to obtain a linear system; the replacement of differential and integral calculus with algebraic equations that require only algebraic substitutions instead of differentiations and integrations; and the importance of comparing numerical and analytical computations with data from laboratories and/or nature.
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Characterizing rock joint geometry with joint system models
W. S. Dershowitz and H. H. Einstein
Rock Mechanics and Rock Engineering
Volume 21, Number 1, 21-51
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Posted by: shadabg - 04-18-2012, 09:57 AM - Forum: Archive
- No Replies
Dear Frds,
Can anyone Share the link or thread for the following first two books on under reamed pile and last on soft soil ?
1. Foundation Engineering - Design of underreamed piles
by A. A. Vovk, A. V. Mikhailyuk and K. A. Gundarev
2. Hand book on underreamed and bored compaction pile foundations
by Sharma, D., Jain, M.P. and C. Prakash. 1978.
Central Building Research Institute, Roorkee, India.
3. Behaviour of Saturated Expansive soil
by R K Katti & A. R. Katti.
Thanks & Regards,
Shadab
Please try to ask for request for only one book per post/thread to keep this forum more systemized
Moderator
Does anyone has and can upload the following two CIGB/ICOLD bulletins?
1. Bulletin 84 - 1992 - Bituminous cores for fill dams - State of the art.
2. Bulletin 32 - 1982 - Bituminous concrete facings for earth and rockfill dams.
I am looking for this article. Could anyone help me, please?
- Mixed meshless formulation for analysis of shell-like structures,
(Jurica Sorić and Tomislav Jarak,
Faculty of Mechanical Engineering and Naval Architecture, University of Zagreb, Ivana Lučića 5, 10000 Zagreb, Croatia, Received 1 June 2009. Revised 8 December 2009. Accepted 10 December 2009. Available online 23 December 2009.)
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Author: Robert M. Jones | Size: 50 MB | Format:PDF | Quality:Scanner | Publisher: Bull Ridge Publishing | Year: 2006 | pages: 849
Buckling of structural elements has intrigued structural mechanicists for nearly three centuries. First, Euler studied bar buckling in the mid-eighteenth century. Then, Bryan treated plate buckling in the late ninteenth century. Finally, shell buckling was a twen-tieth-century pursuit of Timoshenko, Donnell, Flugge, von Karman, Tsien, Batdorf, Hoff, Gerard, van der Neut, Thielemann, Koiter, Feodosiev, Singer, Geier, Esslinger, Stein, Almroth, Tennyson, Alfutov, Bushnell, Arbocz, Starnes, and many others.
This graduate text and reference book is directed toward practically oriented struc-tural mechanicists in civil, mechanical, aerospace, and ocean engineering as well as engineering mechanics. Fundamental buckling behavior is studied for the three most basic of structural elements: one-dimensional bars, two-dimen-sional plates, and three-dimensional shells. The approach is a consistent energy-based formulation after Lang-haar, Emphasized are differences between the three principal sets of equations governing (1) behavior before buckling occurs (equilibrium equations), (2) the onset of buckling (buckling equations), and (3) behavior after buckling occurs (large-deflection equilibrium equations). The Euler bifurcation buckling load is found for bars, plates, and shells along with the postbuckling behavior to determine the practical significance of the Euler load. Also studied are contemporary buckling behavior topics such as the effects of prebuckling deformation, initial imperfections, thermal expansion and constraint, eccentric stiffening, and, causing renewed interest in buckling problems, laminated composite materials. The final topic in each chapter is an introduction to the essence of design for each structural element.
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