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Articles 901 - 905 of 905
Full-Text Articles in Architecture
Sinatra Living: Elevation South, University Of Nevada, Las Vegas. Solar Decathlon Team.
Sinatra Living: Elevation South, University Of Nevada, Las Vegas. Solar Decathlon Team.
Sinatra Living: Planning and Design
An architectural drawing plan of the Sinatra Living house.
Sinatra Living: Elevation North, University Of Nevada, Las Vegas. Solar Decathlon Team.
Sinatra Living: Elevation North, University Of Nevada, Las Vegas. Solar Decathlon Team.
Sinatra Living: Planning and Design
An architectural drawing plan of the Sinatra Living house.
Solar Synapsis: Engineering Advisory Committee Presentation, University Of Nevada, Las Vegas. Solar Decathlon Team.
Solar Synapsis: Engineering Advisory Committee Presentation, University Of Nevada, Las Vegas. Solar Decathlon Team.
Sinatra Living: Marketing and Promotion
This document is a slide presentation, as presented on March 4, 2016 to the Engineering Committee, to gain support for Team Las Vegas's project. Uses original project name "Solar Synapsis".
Rapidly Deployed And Assembled Tensegrity System: An Augmented Design Approach, Phillip Anzalone, Stephanie Bayard, Ralph S. Steenblik
Rapidly Deployed And Assembled Tensegrity System: An Augmented Design Approach, Phillip Anzalone, Stephanie Bayard, Ralph S. Steenblik
Publications and Research
The Rapidly Deployable and Assembled Tensegrity (RDAT) project enables the efficient automated design and deployment of differential-geometry tensegrity structures through computation-driven design-to-installation workflow. RDAT employs the integration of parametric and solid-modeling methods with production by streamlining computer numerically controlled manufacturing through novel detailing and production techniques to develop an efficient manufacturing and assembly system. The RDAT project emerges from the Authors' research in academia and professional practice focusing on computationally produced full-scale performative building systems and their innovative uses in the building and construction industry.
Prestressed Concrete Inverted Tee Beams With Cfrp For Building Structures, Herish A. Hussein, Zia Razzaq
Prestressed Concrete Inverted Tee Beams With Cfrp For Building Structures, Herish A. Hussein, Zia Razzaq
Civil & Environmental Engineering Faculty Publications
Presented herein is the outcome of a study of prestressed concrete inverted tee beams with carbon fiber reinforced polymer (CFRP) sheets for possible use in building structures. To determine an effective approach for the use of CFRP, nine different retrofitting schemes are investigated for a prestressed beam under quasi-static distributed load to increase flexural strength. The theoretical analysis is based on coupling moment-curvature relations with a central finitedifference formulation. Three different thicknesses of CFRP sheets are studied in both tension and compression and effective retrofitting schemes are identified.