I need the following thesis for my research work. please share.
title: Response and failure of fluid-filled tanks under base excitation
author: Natsiavas, Sotirios
Dissertation (Ph.D.), California Institute of Technology, 1987
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"Development Formulation for Structural Design of Concrete Box Culverts"
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Automated Finite-Element-Based Validation of Structures Designed by the Strut-and-Tie Method
J. Struct. Engrg. 136, 203 (2010); doi:10.1061/(ASCE)0733-9445(2010)136:2(203) (8 pages)
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Good day Everyone,
If anyone have any idea about the Best Software for simulating BLAST LOADING on structures...
SAP or ETABS can't generate Blast Loading (dynamic) and its response,
No idea about STAAD.... Kindly tell me any software that do so....
Author: Kurt Bucher and Martin Frey | Size: 6.7 MB | Format:PDF | Publisher: Springer | Year: 2009 | pages: 440 | ISBN: 3540741682
The new edition of Winkler's textbook, completely revised by K. Bucher and M. Frey, is written at the same level as the preceding editions. Numerous diagrams showing the stability relations among minerals found in metamorphic rocks help to determine the pressure and temperature conditions under which a given set of metamorphic rocks may have formed. Part I explains basic principles of metamorphism, introduces metamorphic processes and geologic thermobarometry, and defines metamorphic grade. Part II presents in a systematic way mineralogical changes and assemblages found in the most common types of rocks. The computation of the diagrams is based on recent advances in quantitative petrology and geochemistry. An extensive bibliography makes it an invaluable source book for graduate students and professional geologists.
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SCI P343: Insulated Render Systems Used With Light Steel Framing
Author: C Wright, M T Gorgolewski, G H Couchman, R M Lawson | Size: 4.2 MB | Format:PDF | Publisher: SCI | Year: 2006 | pages: 53 | ISBN: 1859421652
This publication provides design guidance on the use of insulated render cladding systems as applied to light steel framing. Good practice recommendations and advice are given on choosing details appropriate to the degree of exposure to wind-driven rain. A performance scoring system is presented and the minimum requirements are based on the BRE exposure classifications of: sheltered, moderate, severe and very severe exposures. Details are given which provide ‘back-up’ or robust long term performance in the event of any water ingress or condensation behind the render layer. It is suggested that for ‘sheltered’ or ‘moderate’ exposure, a cavity behind the insulated layer is not required, but a double barrier or cavity or other back-up system is generally required for severe and very severe exposure conditions. Experience from the UK is presented to justify this approach.
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