NEW VIRTUA VOORHEES HOSPITAL Voorhees, NJ Paul Stewart Structural Option Senior Thesis Presentation 2010 The Pennsylvania State University.

Slides:



Advertisements
Similar presentations
ASHA National Office Building 2011 AE Senior Thesis Ryan Dalrymple 5 th year Structural Option BAE/MAE Advisor: Dr. Thomas Boothby Photo Courtesy of Boggs.
Advertisements

The Optimus Signature Boutique Offices, India AE Senior Thesis 2013 Punit G. Das | Structural Option Faculty Advisor: Dr. Linda Hanagan.
University Medical Center of Princeton Alexander J. Burg Structures Option Senior Thesis 2012 Faculty Advisor: Professor Parfitt Introduction Architecture.
Milton S. Hershey Medical Center Biomedical Research Building Joshua Zolko, Structural Option.
Carl Hubben – Structural Option Ae senior thesis Office Building-G EASTERN UNITED STATES.
MICA GATEWAY RESIDENCE BALTIMORE, MARYLAND SCOTT MOLONGOSKI SENIOR THESIS STRUCTURAL OPTION ADVISOR: PROFESSOR SUSTERSIC.
University Medical Center at Princeton 2010 AE Senior Thesis Presented by: Stephen Perkins 5 th year Structural Option BAE/MAE Advised by: Dr. Linda Hanagan.
Jeremiah Ergas AE 482 – 5 th Year Senior Thesis Structural Option April 15 th, 2008 Faculty Consultant: Dr. Ali Memari Northside Piers – Brooklyn, NY Structural.
A Medical Office Building For The Primary Health Network Daniel Goff I Structural Option Dr. Thomas Boothby l Faculty Advisor Sharon, Pennsylvania Source:
Milton S. Hershey Medical Center Biomedical Research Building Joshua Zolko, Structural Option.
Penn State Hershey Medical Center Children’s Hospital Hershey, Pennsylvania Matthew Vandersall Structural Option AE Senior Thesis Dr. Richard Behr.
The University Sciences Building Northeast, USA Final Presentation Chris Dunlay Structural Option Dr. Boothby.
Crocker West Building State College, Pa Eric M. FosterStructural OptionSpring 2009.
3711 Market Street 3711 Market Street Philadelphia, PA Zachary Yarnall l Structural Option AE Senior Thesis l Spring 2010 Faculty Consultant l Professor.
Courtesy of Holbert Apple Associates Georgia Avenue Building Introduction Statistics Gravity System Lateral System Problem Statement & Solution.
Samuel M. P. Jannotti Structural April 14, 2008 American Eagle Outfitters Quantum III: South Side Works.
LOCKWOOD PLACE BALTIMORE, MARYLAND Monica Steckroth- Structural Option.
Kirk Stauffer BAE / MAE - Structural Option Senior Thesis Project Life Sciences Building The Pennsylvania State University University Park Campus.
AE SENIOR THESIS APRIL 14 th, 2014 CHRIS DUARTE – STRUCTURAL Dr. THOMAS BOOTHBY ORCHARD PLAZA.
UNC Imaging Research Building UNC Imaging Research Building Chapel Hill, NC Daniel R. Hesington, LEED AP l Structural Option AE Senior Thesis l Spring.
Rockville Metro Plaza II Rockville Pike John Vais | Structural Option PSU AE Senior Thesis 2014 Faculty Advisor – Dr. Hanagan Rockville, Maryland
Hershey Research Park Building One Jonathan Krepps Structural Option Senior Thesis 2013 Faculty Advisor: Dr. Hanagan.
Senior Thesis Structural Option Ryan Friis Spring Morgan St. Chicago, IL 111 Morgan St. Chicago, IL Ryan Friis Structural Option.
Nick Szakelyhidi Structural Option Office Building Washington, DC Nick Szakelyhidi Structural Option.
GARY NEWMAN STRUCTURES OPTION ADVISOR: DR. HANAGAN SENIOR THESIS PRESENTATION SPRING 2008.
First Baptist Church of Doylestown Senior Thesis Structural Emphasis James Chester Preliminary Phase II Design.
Southeast View of IRMC West View of IRMC. Presentation Outline Introduction Existing Structure Thesis Goals Structural Depth Lighting Breadth Conclusion.
BRYAN DARRIN SENIOR THESIS PRESENTATION MILLENNIUM HALL DREXEL CAMPUS PHILADELPHIA, PA.
Duquesne University Forbes Expansion
SEAN BEVILLE STRUCTURAL OPTION ADVISOR: PROF. BOOTHBY APRIL 13, 2009 TEMECULA MEDICAL CENTER “STRUCTURAL SYSTEM OPTIMIZATION” THE DEPARTMENT OF ARCHITECTURAL.
Lancaster, PA Courtyard by Marriott Danielle Shetler - Structural Option Senior Thesis - Spring 2005.
300 North La Salle Liam McNamara BAE / MAE Senior Thesis April 13 th, 2010.
Seth M. Moyer Office Buildin g Sayre, PA Structural OptionAdvisor: Dr. Thomas E. Boothby.
The Towers at the City College of New York Robin Scaramastro - Structural Option - Advisor: Dr. Memari Senior Thesis Final Presentation – Spring 2007.
URS – ARENA DISTRICT OFFICE BUILDING DAVID LEE STRUCTURAL OPTION.
Traci Peterson Structural Option Senior Thesis Presentation The Del Monte Center at The North Shore The Pennsylvania State University Department of Architectural.
Dan Donecker BAE/MAE – Structural Option Senior Thesis Project 35 West 21 st Street New York, New York.
Howard County General Hospital Patient Tower Addition Columbia, MD Kelly M. Dooley Penn State Architectural Engineering Structural Option.
Ryan Pletz Structural Dr. Hanagan The Pennsylvania State University Department of Architectural Engineering Senior Thesis April 14, 2008.
Senior Thesis 2006 The Pennsylvania State University
Jonathan Goodroad Structural Option 2005 Thesis Penn State AE Delaware State University Administration and Student Services Building.
Adam Love Structural Senior Thesis Presentation 2010 The Pennsylvania State University FDA OC/ORA Office Building Silver Spring, MD.
Oklahoma University Children’s Medical Office Building Oklahoma City, Oklahoma AE Senior Thesis Final Report April 14, 2014 Jonathan Ebersole Structural.
Fordham Place Bronx, NY Aric Heffelfinger Structural Option Spring 2006.
Justin Purcell Structural Option Advisor: Dr. Hanagan.
Introduction 120,000 SF 10 Stories (90ft) $40 Million Aug – Dec.2011 Presentation Outline Introduction Base Steel Redesign Progressive Collapse Tie.
Park Potomac Office Building “E” Kyle Wagner l Structural Option AE Senior Thesis l Spring 2010 Faculty Consultant l Prof. Kevin Parfitt.
Eastern USA University Academic Center Alexander AltemoseIStructural Option.
SteelStacks Performing Arts Center Sarah Bednarcik | Structural BAE/MAE Faculty Advisors: Dr. Linda Hanagan & Dr. Ali Memari Spring Thesis 2013Bethlehem,
Chagrin Highlands Building One Beechwood, Ohio Branden J. Ellenberger - Structural Option Senior Thesis 2004.
Michael A. Troxell Structural Option Senior Thesis 2006 The College of Business Administration Northern Arizona University Flagstaff, Arizona.
Biobehavioral Health Building The Pennsylvania State University Daniel Bodde Structural Option Advisor – Heather Sustersic.
THE NORTHBROOK CORPORATE CENTER Redesign of the Lateral Load Resisting System.
William W. Wilkins Professional Building Columbus, Ohio Michelle Benoit Senior Thesis Presentation Spring 2007 Structural Option.
Image Courtesy of Oslo S Utvikling AS James Wilson Structural Option Senior Thesis Presentation 2009 The Pennsylvania State University PricewaterhouseCoopers.
Albany Medical Center Patient Pavilion Albany, Ny Thomas J. Kleinosky – Structural Senior Thesis 2012 | Advisor: Dr. Hanagan.
ANTONIO DESANTIS VERNE STRUCTURAL OPTION ADVISOR: PROF. PARFITT APRIL 14, 2008 BRIDGESIDE POINT II PITTSBURGH, PA “BUILDING SYSTEM OPTIMIZATION” THE DEPARTMENT.
Hunter Woron Spring 2012 Structural Professor Parfitt.
CBD Chemical Production Building Virginia, USA Christina DiPaolo │ Structural Option.
R. Bryan Peiffer– Structural Option AE Senior Thesis 2011 Three PNC Plaza, Pittsburgh Pa.
Mountain State Blue Cross Blue Shield Headquarters
Pearl Condominiums Philadelphia, PA
Advisor: Professor M. Kevin Parfitt
Introduction James W. & Frances G. McGlothlin Medical Education Center
Acterna Headquarters John M Sekel, EIT Germantown, Maryland
Ryan Johnson - Structural Option
JAKE POLLACK NEW YORK POLICE ACADEMY STRUCTURAL OPTION
Rutgers University Law School Building Addition and Renovation Nathan E. Reynolds Advisor: M. Kevin Parfitt Structural Option The Pennsylvania State.
North Shore at Canton The Pennsylvania State University
Mitre III Building McLean VA Debra Schroeder Structural Option.
Presentation transcript:

NEW VIRTUA VOORHEES HOSPITAL Voorhees, NJ Paul Stewart Structural Option Senior Thesis Presentation 2010 The Pennsylvania State University

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Redesign of Lateral System Breadth Study Conclusion BUILDING LOCATION Virtua Hospital

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System Conclusion BUILDING DATA

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System  Gravity System Proposal Design of Helipad Breadth Study Redesign of Lateral System Conclusion EXISTING STRUCTURAL SYSTEM

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System  Gravity System Proposal Design of Helipad Breadth Study Redesign of Lateral System Conclusion EXISTING STRUCTURAL SYSTEM Foundations - Geopiers

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System  Lateral System Proposal Design of Helipad Breadth Study Redesign of Lateral System Conclusion EXISTING STRUCTURAL SYSTEM Moment FramesBraced Frames

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System Conclusion RELOCATION OF HELIPAD

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System Conclusion REDESIGN OF LATERAL SYSTEM

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad  Helipad Location Breadth Study Redesign of Lateral System Conclusion HELIPAD REQUIREMENTS

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad  Helipad Location Breadth Study Redesign of Lateral System Conclusion LOCATION OF HELIPAD

Introduction Existing Structural System Proposal Design of Helipad  Helipad Design Breadth Study Redesign of Lateral System Conclusion Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE HELIPAD SLAB DESIGN Reinforcement In Slab Sections Section ASection BSection CSection D Column Strip(4) #5(8) #5(6) #5(11) #5 Middle Strip(4) #5 (6) #5 Flexural Beam(4) #8(9) #8(3) #8(5) #8 Shear BeamN/A(2) 8”N/A(2)

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad  Helipad Design Breadth Study Redesign of Lateral System Conclusion HELIPAD SLAB DESIGN

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad  Helipad Design Breadth Study Redesign of Lateral System Conclusion GRAVITY COLUMN REDESIGN

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad  Helipad Design Breadth Study Redesign of Lateral System Conclusion GRAVITY COLUMN REDESIGN TRANSFER GIRDER

NEW COLUMN Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad  Helipad Design Breadth Study Redesign of Lateral System Conclusion GRAVITY COLUMN REDESIGN

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad  Helipad Design Breadth Study Redesign of Lateral System Conclusion GRAVITY COLUMN REDESIGN COLUMN SIZES LocationLevelOld SizeNew Size Corner Columns Perimeter Columns 7 – RoofW14x61W14x68 5 – 7W14x74W14x90 4 – 5W14x74W14x90 2 – 4W14x74W14x90 Ground – 2W14x90W14x109

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad  Helipad Design Breadth Study Redesign of Lateral System Conclusion GRAVITY COLUMN REDESIGN COLUMN SIZES LocationLevelOld SizeNew Size Center Columns7 – RoofW14x61W14x109 5 – 7W14x90W14x145 4 – 5N/AW14x145 2 – 4N/AW14x176 Ground – 2N/AW14x233

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad  Helipad Design Breadth Study Redesign of Lateral System Conclusion GRAVITY COLUMN REDESIGN COLUMN SIZES LocationLevelOld SizeNew Size End Column7 – RoofW14x61W14x90 5 – 7W14x90W14x132 4 – 5N/AW14x132 2 – 4N/AW14x145 Ground – 2N/AW14x193

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study  Acoustical Redesign of Lateral System Conclusion ACOUSTICAL dB’s Recorded in Patient’s Room Type of MaterialdB’s in Room ¼” Glass47.3 ¼” Laminated Glass and 3 / 16 ” Glass with a 2” Airspace34.3 ¼” Laminated Glass and 3 / 16 ” Glass with a 4” Airspace30.3 (2) ¼” Laminated Glass with ½” Airspace38.3 Example Sound Levels Type of SoundsdB’s Helicopter105 Average Office Noise50 Quiet Conversation40 Quiet Office30 Quiet Living Room20

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System  Lateral Loads Conclusion LATERAL LOADS SEISMIC DESIGN CRITERIA Site ClassD Seismic Design Category C Occupancy CategoryIV Type of Lateral System Ordinary Steel Concentrically Braced Frames LATERAL BASE SHEARS North – South Direction East – West Direction Old Seismic Loads kips kips New Seismic Loads kips Wind Loads kips kips Controlling Load Wind

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System  RAM Model Conclusion RAM MODEL Applied Lateral Load Cases: Seismic Wind Case 1 – 4 Applied Load Combinations: 1.4D 1.2D + 1.6L +.5(Lr or S) 1.2D + 1.6(Lr or S) + (L or 0.8W) 1.2D + 1.6W + L + 0.5(Lr or S) 1.2D + 1.0E + L + 0.2S 0.9D + 1.6W 0.9D + 1.0E

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System  Braced Frame Design Conclusion LOCATION OF BRACES

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System  Braced Frame Design Conclusion TYPICAL BRACES

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System  Braced Frame Design Conclusion INTERACTION WITH THE ARCHITECTURE Braces do not interfere with rooms or hallways Braces are visible at the interior courtyards

Δ Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System  Lateral Calculations Conclusion DRIFT Max Wind DriftMax Seismic Drift Δ North – South: Δ = 2.33” H/400 = 4.2” East – West: Δ = 1.31” H/400 = 4.2” Δ Δ North – South: Δ = 2.93” 0.010*H = 16.8” East – West: Δ = 4.16” 0.010*H = 16.8” Δ = Cd * δ I Existing North – South: Δ = 0.83” Existing East – West: Δ = 0.13” Existing North – South: Δ = 0.25” Existing East – West: Δ = 0.35” Δ = Cd * δ I

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System  Lateral Calculations Conclusion CENTER OF MASS/RIGIDITY Differences in Center of Mass and Center of Rigidity LevelExisting N-SNew N-SExisting E-WNew E-W 910.4’27’3.1’2.2’ ’0.6’1.6’ 720.6’3.9’0.5’1.6’ 64.6’20.6’0.2’2.2’ 560.0’7.9’18.8’15.0’ 451.3’11.1’25.9’22.8’ 321.2’2.3’23.7’28.1’ 225’1.5’14.9’25.4’ 11.2’11.3’30.0’47.8’

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System Conclusion CONCLUSIONS Helipad will be located in Zone 5 The Pad will be designed as a two – way slab New columns will be introduced along column line Ma The façade of the building will be changed Lateral system will eliminate of moment frames Braced frames will not interfere with the architecture Drift values will be larger, but still acceptable Differences in COM and COR are generally the same

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System Conclusion ACKNOWLEDGEMENTS Thank you to the following people for their help throughout the year: Virtua Health Turner Company Penn State Architectural Engineering Faculty and Students Family and Friends

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE Introduction Existing Structural System Proposal Design of Helipad Breadth Study Redesign of Lateral System Conclusion QUESTIONS? COMMENTS? Questions?

Paul Stewart4/12/2010Structural Option PRESENTATION OUTLINE FOUNDATION REDESIGN