Gen*NY*Sis Center for Excellence in Cancer Genomics

Gen*NY*Sis Center for Excellence in Cancer Genomics

Rensselaer, NY Meral Kanik Structural Option Advisor: A.M. Memari April 14, 2008 Gen*NY*Sis Center for Genomics Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik Structural Option April 14, 2008

Building Statistics Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik Owner: University at Albany Architect/Engineer: Einhorn Yaffee Prescott Architecture & Engineering P.C. Location: Rensselaer, NY Function: Cancer Research Laboratories Size: 117,400 square feet Height: 87 feet Number of Stories: 4 above grade, 1 below grade Cost: $45 million (base building cost) Project Delivery Method: Fast Track Delivery Structural Option

April 14, 2008 Typical Floor Layout Labs/classrooms Offices Vertical Egress Corridor/gathering Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik Structural Option April 14, 2008 Existing Structure

Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik Structural Option April 14, 2008 Typical Bay Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns

Cost Analysis Schedule Change Conclusions Meral Kanik 4 normal weight concrete 2 composite metal deck fc = 3.5 ksi Fy = 50 ksi Structural Option April 14, 2008 Lateral System Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change

Conclusions Meral Kanik Non moment-resisting eccentrically braced frames Bracing diagonal of HSS8x8x5/16 steel Wind controlled Structural Option April 14, 2008 Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Proposal Replace steel gravity system Employ hollow core planks Remove steel braced frames

Utilize concrete shear walls Evaluate vibration effects Implement PSU sustainable designs Reduce erection time Evaluate price differences Meral Kanik Structural Option April 14, 2008 Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik

Proposal Transfer the design from SUNY University at Albany to Penn States Hershey Medical Center Structural Option April 14, 2008 New Design Criteria Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions N Meral Kanik Structural Option

April 14, 2008 Gravity Loading Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Must account for new roof loading Previous machine weight of 160 kips Add live load roof garden assembly Area of roof garden = 14600 ft2 166 psf Meral Kanik Structural Option April 14, 2008

Hollow Core Planks Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik 4HC8 + 2 topping 20 square columns 20LB24 28IT20 Structural Option April 14, 2008 New Lateral Loads

Shear Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik (kips) Moment (ft-kips) Wind Seismic Wind Seismic Original New N-S

E-W A B 263.1 263.7 404.2 140.0 279.0 279.0 331.0 331.0 14244.0 14444.0 21962.0 7541.0 15997.0 15997.0 18962.0 18692.0 Cast In Place Concrete Shear Walls Precast Concrete Shear Wall Panels Structural Option April 14, 2008 New Lateral System Use vertical egress as shear walls

Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik Add new stair case Structural Option April 14, 2008 Effects of Drift Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign

Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik According to IBC, WIND= H/400 Floor Penthouse Roof 3rd 2nd 1st Structural Option Story Height (ft) 18.42 18.58 16 16 18

Allowable Story Drift RAM Story (in) Drift(in) 0.553 0.134 0.557 0.121 0.480 0.084 0.480 0.081 0.540 0.036 1 1 1 1 1 April 14, 2008 Concrete Shear Walls Only Continuous Walls Used Introduction Building Statistics Existing Structure

Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik Structural Option April 14, 2008 Shear Wall Boundary Element Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions

(8)#9 #3 Ties 20 #5 Vertical 15 o.c. #5 Horizontal 15 o.c. 10 20 Meral Kanik Structural Option April 14, 2008 Laboratory Facilities Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns

Cost Analysis Schedule Change Conclusions Meral Kanik Equipment Used For: DNA sequencing Gene cloning Microarray Mice Testing Mass Spectrometry Structural Option April 14, 2008 Laboratory Facilities Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change

Conclusions Vibration Velocity at: (micro in/ sec) fn Fast Walking Moderate Walking Slow Walking Steel System 7.85 8870 1951 532 Concrete System 5.62 5204 1145 312 Microscopes up to 100x Microscopes up to 400x Microscopes over 400x Microscopes up to 30,000x Meral Kanik

Structural Option April 14, 2008 Green Roof Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Provide: Wind Erosion Stabilization Passive irrigation Habitat creation Moderate maintenance Meadow Roof Garden Examples set up by RoofScapes inc. Meral Kanik

Structural Option April 14, 2008 Metal Mesh Shading Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Provide: Shade from harsh summer day Gain heat to save energy costs Still utilize curtain wall view Metal Screen from Cambridge Architectural

Meral Kanik Structural Option April 14, 2008 New Green Look Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik Structural Option April 14, 2008 Local Materials Hershey Medical Center

Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Nitterhouse RoofScapes, inc. Cambridge Architectural Meral Kanik Structural Option April 14, 2008 Structural System Costs Introduction Building Statistics Existing Structure

Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Shear Wall Braced Frames Precast Overall Steel Overall $ $ $ $ % of Overall COST System 12,531,148.24 84% 1,493,536.96 9% 14,840,417.98 16,618,444.75 Low $$ Lateral System OR

Low $$ Gravity System Meral Kanik Structural Option April 14, 2008 Structural System Schedule Phases of Construction Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik Structural Option April 14, 2008

In Retrospect Structural Precast Planks Drift Shear Walls Vibration Introduction Building Statistics Existing Structure Proposal Structural Redesign Lateral Redesign Vibration Analysis Sustainability Concerns Cost Analysis Schedule Change Conclusions Meral Kanik Sustainability Green Roof PSU LEED Construction Erection Time Cost

Structural Option April 14, 2008 Special Thanks To E.Y.P.A.E. Franklin Lancaster David Clemenzi PSU AE Faculty and Staff Dr. Ali Memari Professor Kevin Parfitt Professor Bob Holland Meral Kanik Structural Option Fellow AE students All of my family (Ben Sizin Seviyorum) Penn State Rugby (Lessss GO State!) April 14, 2008 Questions? Meral Kanik

Structural Option April 14, 2008

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