JASON BARROCAS KEVIN HERNANDEZ TANISHA RICHARD DEPARTMENT OF MECHANICAL ENGINEERING FLORIDA INTERNATIONAL UNIVERSITY - MIAMI, FLORIDA Enhanced Hurricane.

Slides:



Advertisements
Similar presentations
Florida Coastal Monitoring Program Hurricane Wind Data Collection Kurt Gurley – University of Florida Forrest Masters – Florida International University.
Advertisements

Euro-Zel th International Symposium Advanced Composite Materials for the Railroad cars Presented by Irina Garustovich Moscow State University of.
Introduction to Structural Engineering
Innovative New Technologies in Building & Construction.
Brief Introduction of 3D Construction System
LAYOUT OF STEEL STRUCTURES
1 DG-1247: Design-Basis Hurricane and Hurricane Missiles for Nuclear Power Plants Brad Harvey, CCM Senior Physical Scientist (Meteorology) U.S. Nuclear.
John Kallend Ph.D. Professor, Department of Mechanical, Materials Professor, Department of Mechanical, Materials and Aerospace Engineering Illinois Institute.
Bridge Engineering: Lessons from Rome to Tacoma
Group 8 HISTORIC SHIP ENCLOSURE. Conception Ideas Aesthetically not pleasing Simple structure Too large Frame hard to achieve Aesthetic Structure Dimension.
Engineering Solutions Event  Six students will design a solution to an engineering problem.  Students will work as a team to design solutions.  Teams.
ICC/NSSA Standards Preview Chapter 8 - Testing by Ernst W. Kiesling, P.E., Ph.D. Professor of Civil Engineering Texas Tech University and Executive Director.
Galveston. The Galveston hurricane of 1900 occurred before assigning official code names to tropical storms. Its for this reason that it is often referred.
H&CS 521 Greenhouse Crop Production
Structural Engineers Association of Illinois – April 4, 2006 Building for Extreme Events – Lessons Learned from Katrina SEAOI Meeting April 4, 2006 William.
ENGR 20 Statics Raymond Great Hall Ceiling Trusses Stephen Morse Steven Granados.
1 New Water Intrusion Prevention and Wind Resistant Construction Mercedes Homes A presentation by Stuart McDonald Corporate Vice President.
Acknowledgments Summary of MAVs Design Criteria Design Solution Conclusions and Future Work Energy Harvesting for Micro-Air Vehicles Testing Harvesting.
A CSP ARA Assessment of Wind Borne Debris Criteria for the Florida Panhandle February 2006 ARA Progress Report.
Why Pier 23 Florida Trend magazine recently listed Santa Rosa county as the second fastest growing county in Florida. Pier 23 is located within a real.
Structural Engineering
THE DESIGN PROCESS. General Design Process Need –Determine functional requirements… Specification –Identify essential problems […] –Search for … solution.
Chapter Nineteen – Tornadoes Reading: SHW 19*, MMM Chapter 10 through Pt. 1: Tornado Overview and Taxonomy Figures/Images from Severe and Hazardous.
By: Brian Toomer ET-494 Senior Design Dr. Cris Koutsougeras Advisor: Mr. Rode’
Team 4 “Flying Wind Turbine” Jason Landry Bryan MacDonald Scott Montgomerie Daniel Pollock Robert Ringrose Dr. Dale Retallack Team Members Supervisor.
Vehicle Dynamics Example Problems
Integrated Science Unit 2, Chapter 4.
Experience you can trust. 1 Electric Infrastructure Hardening Rebuilding Utility Infrastructure LSU Center for Energy Studies Bill Snyder
Chapter 3 Dr. Bahaa Al-Sheikh & Eng. Mohammed Al-Sumady Intoduction to Engineering Introduction to Engineering Design 1.
SEAN BEVILLE STRUCTURAL OPTION ADVISOR: PROF. BOOTHBY APRIL 13, 2009 TEMECULA MEDICAL CENTER “STRUCTURAL SYSTEM OPTIMIZATION” THE DEPARTMENT OF ARCHITECTURAL.
Hurricanes By Sarah and Jordan How Hurricanes Form  1. Thunderstorm grows a little bit, combines with other thunderstorms, and they all spin around.
FLARE Constructing the detector First FLARE Workshop November 4-6, 2004 Rafael Silva Fermilab / PPD / MD Fermilab Liquid Argon Experiments.
STRUCTURAL ENGINEERING. What Does a Structural Engineer Do?
THE BUILDING ENVELOPE: Lecture 6 Analysis of Debris Loads.
My life story starting from where I was born.....The Equatorial waters of the Atlantic Ocean.
Greenhouse Types.
Computer Associates International, Regional Office
WALLS.
Professional Roofing Contractors “Using PowerPoint On Your Laptop Computer”
Eastern USA University Academic Center Alexander AltemoseIStructural Option.
Computer-Aided Engineering Design
KayaKaddy Get ME Outta Here Richard Driftmeier Jen Duchac Stefanie Freeman Bryan Lawler Matt Wooten The Georgia Institute of Technology The Woodruff School.
Wind damage and mechanics of flying debris Wind loading and structural response Lecture 2 Dr. J.D. Holmes.
Hurricane Preparedness Training
ANTONOV AN-225 “THE WORLD’S BIGGEST PLANE” BY JENNY AND KATIE.
BY AHMAD ALSHAKARGI AND YASEEN EL-GERWI. Introduction  World tallest hotel (1053 ft)  Most luxuries hotel (seven stars)  28 double height floor (23.
Sprinkler Loads on Trusses Educational Presentation.
Home Protection Strategies and Evacuation or Shelter- in-Place Considerations.
Hurricanes and Storm Surges By Kevin Poitra. Hurricanes Hurricanes, also knows as tropical cyclones, are massive amounts of moving, warm air. They are.
DESIGN OF AIRPORT TERMINAL AND CONTROL TOWER
 We have the perfect solution to rebuild and prevent damage from future Flood, Wind and Fire.  QBSI is an Australian based company supplying building.
Bangarang Musical Engineering University of Notre Dame Department of Aerospace and Mechanical Engineering Group Members: Roberto Ayala, Ryan Bradley, Pat.
Displaced Person Shelter: Venezuela By: Austin Starr, Bill Prapakamol, Rodrigo Cordova.
1.Which of Newton’s three laws of motion is most applicable in structural technology? Why? 2.Sketch an example of each of the four types of structural.
Troop 8 Truss Presentation. What are Trusses? A truss is a type of framework, usually comprising straight struts and ties, which is designed to be stiff.
Education and Training.. Education and Training.
SAE Aero 2017 Midterm Presentation Joe Zongolowicz, Nick Montana, Frank Dixon, Kevin Scheventer, Kathy Hansen, Marquis Ward, Gerald Short, Zhangsiwen Xiao,
M2 OFFSHORE WIRELINE UNIT
2000 CAS RATEMAKING SEMINAR
Southeast Financial Center
Isaac v.s. Katrina: Economic Loss and Damage In Mississippi
Moving toward Virtual Vehicle Development
Work, Energy, & Power (Power Point 05) Images from Creative Commons.
HOSPITAL BED STORAGE manufactured by.
Wind Hazard Modeling and the HAZUS Wind Model Part III
Permanent window shutter details
Highway Engineering CE 431
The Hurricane: Nature’s Fury
Building a Model House to Withstand a Hurricane
3M™ DBI-SALA® Nano-Lok™ Extended Length
Presentation transcript:

JASON BARROCAS KEVIN HERNANDEZ TANISHA RICHARD DEPARTMENT OF MECHANICAL ENGINEERING FLORIDA INTERNATIONAL UNIVERSITY - MIAMI, FLORIDA Enhanced Hurricane Protection

Problem The purpose of this project is to design a retractable dome that could protect a home in the event of a hurricane The majority of damage is caused by the storm’s intense wind Hurricane shutters and impact glass protect only the windows

Project Goals Reduce rebuilding costs Protect human life Current advances in technology make it plausible to offer better protection The retractable roofs of stadiums offer a blueprint for retractable domes

Design Concepts A dome structure offers the best resistance to lift and drag forces Design Criteria: Ribbed Structure of Protective Dome Seven arched trusses Mesh material covering the frame Reduces wind speed by 60% Category 5 Hurricane – 155+ mph Reduces wind speed to a manageable level

Economic Feasibility Type Accordion Shutters Impact Glass Electric Roll Down Shutters MaterialsAl Wood, Glass Polyester Film Al Price Range$16-$20 / sq ft$30-$35 / sq ft$65-$75 / sq ft Est. Total Cost* $6, $11, $24, *Estimate was calculated using 350 sq ft of windows Estimated Cost for Enhanced Hurricane Protection  7 Trusses comprised of W16 X 26 I-Beams:$13,000  Goal for entire steel frame (trusses, pivots and joints):<$20,000  Goal for entire dome (parts and labor, fully installed):<$50,000

Conceptual Designs

Current Design Diameter: 70 ft Dome Height:35 ft Estimated Weight  7 Steel trusses:18,000 lb  Frame (trusses, pivots and joints):28,000 lb  Entire Dome (frame, mechanism and mesh):33,000 lb

Side Profile

Conclusion Objective is to achieve substantial hurricane protection Safer than products on the market now Prototype Testing  Budget:$2,000  Wind Testing  FEM Analysis  Structural Analysis Long term goals  Reduce cost of rebuilding  Future design accommodating apartments and townhouses

Thank You Any Questions?