Earlier this week I was alarmed to see a DNS error while trying to access the civilea forum, and soon realized there is NO other way of knowing what happened with the forum.., so I propose to create a private group on yahoo, google, microsoft... etc. as an backup/alternative way of getting in touch and do something if the forum goes down.
The group will only serve as a news propagator within the members of this forum and a way of keeping together this valuable community in case of a disaster.
Control of Fluid Flow
Petros Koumoutsakos, Igor Mezic,
Springer | 2006 | ISBN: 3540251405 | 229 pages | PDF | 6,3 MB
This carefully edited monograph presents the state of the art of theory and applications in fluid flow control. It collects contributions by leading experts in the field of fluid flow control interesting for engineers, physicists, or mathematicians in control and fluid dynamics. "Control of Fluid Flow" covers a wide range of recent topics including vortex based control algorithms, incompressible turbulent boundary layers, aerodynamic flow control, control of mixing and reactive flow processes or nonlinear modeling and control of combustion dynamics.
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Fundamentals of Fluid Mechanics and Transport Phenomena
Fundamentals of Fluid Mechanics and Transport Phenomena
Wiley-ISTE | 2009 | ISBN: 1848210655 | 512 pages | PDF | 2,6 MB
This book examines the phenomena of fluid flow and transfer as governed by mechanics and thermodynamics. Part 1 concentrates on equations coming from balance laws and also discusses transportation phenomena and propagation of shock waves. Part 2 explains the basic methods of metrology, signal processing, and system modeling, using a selection of examples of fluid and thermal mechanics.
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i hv solve one RCC building in Etabs considering dynamic effects using response spectra method an i m getting natural period 2.37 sec an base shear 1319 kN. An i hv solved same problem manually also i got natural period 0.97 sec and base shear 1320 kN but , the problem s that natural period by manually an etabs r not matching plz some one help me i m attaching etab file also.
these r the details of building
Live load : 4.0 kN/m2 at typical floor
: 1.5 kN/m2 on terrace
Floor finish : 1.0 kN/m2
Water proofing : 2.0 kN/m2
Terrace finish : 1.0 kN/m2
Zone III : Z= 0.16
Earthquake load : As per IS-1893 (Part 1) - 2002
Depth of foundation below ground : 2.5 m
Type of soil : Type II, Medium as per IS:1893
Storey height : Typical floor: 5 m, GF: 3.4 m
Floors : G.F. + 5 upper floors.
Plinth level : 0.6 m
Walls : 230 mm thick brick masonry walls
only at periphery.
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Autodesk AutoCAD Structural Detailing 2011 x32 x64 ISO
Autodesk AutoCAD Structural Detailing 2,011 x32 x64 ISO (English)
Year: 2010
Version: 2011
Developer: Autodesk Inc
Platform: Microsoft ® Windows ® XP & Vista & Windows 7
Compatible with Windows 7: full
Language: English only so far
Description:
AutoCAD ® Structural Detailing, based on the platform of AutoCAD ®, provides a means of fast and efficient detailing and the creation of working drawings for the manufacture of steel and concrete structures. The program supports BIM (BIM) and created specifically for designers and manufacturers of building structures.
System Requirements
32-Bit AutoCAD Structural Detailing
Microsoft Windows 7 Enterprise, Ultimate, Professional or Home Premium edition, Microsoft® Windows Vista® (SP1)Enterprise, Business, Ultimate, or Home Premium edition, or Microsoft® Windows® XP Professional or Home edition (SP2 or later)
64-Bit AutoCAD Structural Detailing
Microsoft Windows 7 Enterprise, Ultimate, Professional or Home Premium edition or Microsoft® Windows Vista® (SP1 or later) Enterprise, Business, Ultimate, or Home Premium edition
This is a Torrent Tracker: registration Needed for you to download
I am still downloading it, not yet verified!
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Henry Grattan Tyrrell, C.E.
Bridge and Structural Engineer
Published by the author
Chicago, 1911
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BRIDGE ENGINEERING by J. A. L. WADDELL
Published, 1916
Book is splited in 4 parts
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Ibrahimbegovic, Adnan. 1993. “Quadrilateral Elements for Analysis of Thick and Thin Plates,” Computer Methods in Applied Mechanics and Engineering. Vol. 110 (1993). 195-209.
A. Ibrahimbegovic. Plate quadrilateral finite element with incompatible modes. Communications in Applied Numerical Methods, 8:497–504,
1992.
K.-J. Bathe and E. Dvorkin. A four-node plate bending element based on mindlin-reissner plate theory and a mixed interpolation. Int. J. Numer. Methods Eng., 21:367–383, 1985.
A. Ibrahimbegovi6 and E.L. Wilson, Thick shell and solid finite elements with independent rotation fields, Internat. J. Numer. Methods Engrg. 31 (1991) 1393-1414.
A. lbrahimbegovi6 and E.L. Wilson, A unified formulation for triangular and quadrilateral flat shell finite elements with six nodal degrees of freedom. Commun. Appl. Numer. Methods 7 (1991) 1-9.
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