Posted by: aidil01 - 06-16-2011, 12:19 AM - Forum: Request
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Dear member.
Now, I'm in the 3rd year of undergraduate program and I have a plan to Redesign of Reinforced Concrete Building as my Final Project.
As my plan, I need a complete set of RC building 10 - 12 storey. I really Appreciate if another member can help me.
Thanks..
Parametric study and simplified design of tuned mass dampers
Author: Rahul Rana and T. T. Soong | Size: 0.966 MB | Format:PDF | Publisher: E L S E V I E R,Engineering Structures, Vol. 20 | Year: 1998 | pages: 12
This paper summarizes the results of a parametric study performed to enhance the understanding of some important characteristics of tuned mass dampers (TMD). The effect of detuning on some of the TMD parameters on the performance is studied using steady-state harmonic excitation analysis and time-history analysis. The El Centro and Mexico excitations are used for time-history analysis. The effects of tuning criteria and significance of numerical tuning are
also studied. The correspondence between the design of a TMD for a SDOF structure and a certain mode of a MDOF structure is drawn to simplify TMD design to control a single mode of a multi modal structure. An example is given to illustrate the design procedure. Investigations are made regarding controlling multiple structural modes using multi-tuned mass dampers (MTMD).
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Dear ALL
Herein a nice file explain the consolidation Settlement
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Was just wondering if anyone had a copy of Construction Surveying and Layout: A Step-By-Step Field Engineering Methods Manual by Wesley G Crawford they could share?
Posted by: ptqc06 - 06-15-2011, 11:59 AM - Forum: Concrete
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Evaluation of Minimum Longitudinal Reinforcement Requirements for Reinforced Concrete Columns
Size: 2.3 MB | Format:PDF
Existing minimum longitudinal reinforcement requirements for columns were developed to prevent passive yielding of reinforcement resulting from creep deformations in the concrete. Tests used to support this limit were conducted decades ago when steel yield strengths for reinforcing bars were approximately half of what is common today. The design of a very large percentage of columns in TxDOT bridges is typically controlled by minimum eccentricity of loads, implying a substantial reduction in column steel and resulting economic savings might be possible with present-day materials.
DIRECT LINKS
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DIN 1045-2:2008 Concrete, reinforced and prestressed concrete structures – Part 2: Concrete – Specification, properties, production and conformity – Application rules for DIN EN 206-1
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I'd extend my thanks to the authors who offer the 1st edition of this book:
Single Piles and Pile Groups Under Lateral Loading
by Lymon C. Reese & Willem van Impe
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Now the 2nd edition of this book has been published in Dec, 2010 as the link below:
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This book could be an excellent reference for the researchers and engineers who work on the performances of pile and pile groups under lateral loadings such as earthquakes, ship collisions, water waves and currents, etc.
Could anyone please offer the link for this 2nd edition? Many thanks !!
Information of this book:
Single Piles and Pile Groups Under Lateral Loading, 2nd Edition
Lymon C. Reese, University of Austin, Texas, USA; Willem van Impe, Ghent University, Belgium
ISBN: 9780415469883
ISBN 10: 0415469880
Publication Date: December 09, 2010
Number of Pages: 532
Full title:Concrete Manual: 2009 IBC and ACI 318-08
Author(s):International Code Council
Publisher:International Code Council
Language: English
ISBN-10: 1580018718
ISBN-13: 978-1580018715
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