Title: Timber Construction Manual, 1st Edition (1966)
Prepared By: American Institute of Timber construction
Publisher: John Wiley & Sons (1966)
ASIN: B000UX1QPU
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Dear All,
I am currently researching on the structural behavior under fire loading and have found this e-book to be of valuable in this field. I have been trying to find this e-book for years but could not get it. It is now available in Knovel. If any of you have an access to it through university, researching institute, please kindly share it wiht us. The title details are
Title: Use of Ultimate Strength Techniques for Fire Resistant Design of Offshore Structures
Publisher:Steel Construction Institute (SCI)
Electronic ISBN: 978-1-61344-738-3
Knovel Release Date: May 7, 2012
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Many Thanks in Advance for your help
Soil Properties: Testing, Measurement and Evaluation represents a unique soils laboratory manual based on the latest American Society for Testing and Materials (ASTM) procedures--the most commonly used methods in civil engineering practice. The Third Edition has been completely expanded and updated to include the most recent information available and to make learning more accessible than ever.
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A Simplified MCFT for Shear Capacity Scaling of R/C Beams
Author: M. T. Kazemi and V. Broujerdian | Publisher: Fracture of Nano and Engineering Materials and Structures, 42. | Size: 0.1 MB | Format:PDF | pages: 1363-1364 | Quality:Original Preprint | Year: July 3–7, 2006
Fracture of Nano and Engineering Materials and Structures Proceedings of the 16th European Conference of Fracture, Alexandroupolis, Greece
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OriginLab produces professional data analysis and graphing software for scientists and engineers. Our products are designed to be easy-to-use, yet have the power and versatility to provide for the most demanding user. Origin is an easy-to-use software application that provides powerful data analysis and publication-quality graphing capabilities tailored to the needs of scientists and engineers. Origin offers unique peak-analysis and curve-fitting capabilities, over 60 customizable graph types, and analysis templates, all within a tightly integrated workbook environment.
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Does anyone have a copy of the 1954 version of Modern Timber Engineering? It's the only text I know of that has a section on lamella roof structures (resemble honeycombs). Any help would be greatly appreciated.
ABSTRACT
In order to determine the effectiveness of adding viscoelastic dampers to structures on the reduction of their seismic response, a comprehensive analytical and experimental program
was carried out. The experimental program was first conducted on a 2/5-scale five-story steel frame under precisely controlled ambient temperatures and subject to simulated ground motions with peak accelerations ranging from 0.12g to 0.60g. Results show that viscoelastic dampers are very effective in attenuating seismic structural response at all levels of earthquake ground motions, and that their energy dissipation capacity decreases as ambient temperature increases. However, they are effective at all temperatures tested in the research program. A rational seismic design procedure for viscoelastically damped structure is developed based on these results.
Further tests using a full-scale prototype structure confirm that damping in the full-scale structure can be significantly increased by adding relatively small viscoelastic dampers. The damper design procedure developed based on the scaled model can also be applied to the full-scale structure. This full-scale analytical and experimental study provides an important base for applying the extensive data generated from the scaled model testing to the full-scale structures.
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The protective and intelligent systems program constitutes one of the important areas of research
in the Building Project. Current tasks include the following:
1. Evaluate the performance of full-scale active bracing and active mass dampers already in place in terms of performance, power requirements, maintenance, reliability and cost.
2. Compare passive and active control strategies in. terms of structural type, degree of effectiveness, cost and long-term reliability.
3. Perform fundamental studies of hybrid control.
4. Develop and test hybrid control systems.
NCEER's activities in viscoelastic dampers research for seismic applications began in 1987 with analytical and experimental work carried out at the State University of New York at Buffalo and at the University of California at Berkeley. The ultimate aim is to determine their effectiveness when incorporated into a structure under seismic loads, and to develop a rational design procedure for such structures. This report summarizes results of a comprehensive analytical and experimental program for steel frame structures. The experimental program was first conducted on a 215-scale steel frame in the laboratory, followed by verification tests conducted on a full-scale prototype structure. A rational seismic design procedure for viscoelastically damped steel frame structures is developed based on these results.
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