IAC/Interactive Corp Headquarters | ||||||||||||||||||||
New York, NY | ||||||||||||||||||||
Rachel A. Chicchi / Structural Option / 2008-2009 | ||||||||||||||||||||
|
Thesis Research ACI 318-08: Building Code Requirements for Structural Concrete and Commentary. ASCE7-05: Minimum Design Loads for Buildings and Other Structures. ASTM Standard E1300 – 07 : Standard Practice for Determining Load Resistance of Glass in Buildings. Burnett, Eric and John Straube. Building Science for Building Enclosures. Building Science Press, 2005. Crigler, John. "Post-Tensioning Revisited." STRUCTURE magazine. July 2007, pg 64-67. International Building Code 2006. Kamara, M.E., and B.G. Rabbat. PCA Notes on ACI 318-05 Building Code Requirements for Structural Concrete with Design Applications. Portland Cement Association, 2005. 1008 pp. Norville, H. Scott. “Blast-Resistant Glazing Design.” Journal of Architectural Engineering. ASCE. September Ritz, P. et al. "Post-Tensioned Slabs." VSL International Ltd. 4.2 VSL Report Series. RS Means Building Construction Data, 2008. Trygestad, Amy Reineke. Post-Tensioning for Two-Way Flat Plate Construction. Portland Cement Association. October 2005.
|
|||||||||||||||||||
Contact Rachel Chicchi: rac281@psu.edu |
||||||||||||||||||||
Note: While great efforts have been taken to provide accurate and complete information on the pages of CPEP, please be aware that the information contained herewith is considered a work‐in‐progress for this thesis project. Modifications and changes related to the original building designs and construction methodologies for this senior thesis project are solely the interpretation of Rachel Chicchi. Changes and discrepancies in no way imply that the original design contained errors or was flawed. Differing assumptions, code references, requirements, and methodologies have been incorporated into this thesis project; therefore, investigation results may vary from the original design. |
||||||||||||||||||||
This page was last updated on April 19, 2009, by Rachel Chicchi and is hosted by the AE Department ©2008
|