Swift Water, Pennsylvania Image Courtesy of LMN Development LLC - - PowerPoint PPT Presentation

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Swift Water, Pennsylvania Image Courtesy of LMN Development LLC - - PowerPoint PPT Presentation

Swift Water, Pennsylvania Image Courtesy of LMN Development LLC Technical Report 4 Young Jeon Structural Option Advisor: Prof. Heather Sustersic Background Information Location: Swiftwater, PA Function Hotel & Retail Number


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Image Courtesy of LMN Development LLC

Young Jeon Structural Option Advisor: Prof. Heather Sustersic

Swift Water, Pennsylvania Technical Report 4

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Background Information

  • Location: Swiftwater, PA
  • Function – Hotel & Retail
  • Number of Stories: 8
  • Size: 395,938 Gross SF
  • Architect: Architectural

Design Consultant, Inc.

  • Structural: Harwood

Engineering Consultants

Image source: http://maps.google.com

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Existing Lateral Resisting System

  • Masonry load bearing shear walls with piers
  • Steel moment frames
  • Reinforced concrete shear walls
  • Concrete piers
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Focus: Hotel A

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Typical System Studied

MSW 22

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Lateral System Manual Calculation

  • 4th floor
  • Story Shear
  • 40 kips (seismic)
  • Masonry Shear Strength
  • 54.15 kips
  • Story Moment
  • 1200 ft-kips
  • Flexural Strength
  • 11360 ft-kips
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SLIDE 7
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Modeling Considerations

  • Base Conditions
  • Moment Frames – fixed base
  • Shear Walls – fixed base
  • Rigid Diaphragm
  • Lateral Loading Inputs
  • ETABS generated
  • Hand calculated
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SLIDE 9

Animation (Seismic N-S Direction)

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Animation (Seismic)

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Center of Rigidity

Center of Mass Center of Rigidity

dRy (ft) dRy (ft) Hand Calculation 22.65 112.29 ETABS 15.57 109.04

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Story Forces and Drifts

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Roof Displacement Check

Displacement (in) H/600 (in) Wind – ETABS 0.02249 0.16833 OK Wind – Hand Calc. 0.01976 0.16833 OK Seismic – ETABS 0.16172 0.16833 OK Seismic – Hand Calc. 0.07674 0.16833 OK

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Thank you