Earthquake Engineering Technical Paper Archive
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Earthquake Engineering Technical Papers

Historic Preservation

Cost-effective Seismic Isolation Retrofit of Heritage Cathedrals in Haiti

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  • 2556

Cost-Effective Seismic Isolation Retrofit of Heritage Cathedrals in Haiti WCEE 2017

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  • 2592

State-of-the-art Application of Seismic Isolation to Ancient Heritage Cathedrals in Haiti

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  • 3345

Seismic Improvement of Monumental Churches with Domes

  • 1
  • 3487

Retrofit Of Historic 3-Story Nonductile Concrete Structure Using Performance-Based Engineering And Innovative Technologies

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  • 3572

The Griffith Observatory Expansion and Renovation

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  • 3718

Enhancing Sustainability of Structures: Retrofit of a Historic Building Using Energy Dissipation

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  • 3762

Design of an Essential Facility with Steel Moment Frames and Viscous Dampers Using US NEHRP Procedure

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  • 3798

Performance-Based Design of a Two-Story Addition to an Existing Nonductile Concrete Structure Enhanced with Passive Energy Dissipators

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  • 3809

Seismic Isolation of 200 Year Old Heritage Cathedrals in Haiti

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  • 3874

Seismic Evaluation and Upgrade of Historic Multi-Story Buildings in Sacramento, California

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  • 3988

Seismic Isolation Retrofit of a Historical Cathedral in Haiti

  • 1
  • 3998

Analysis of the seismic performance of a strengthened pagoda temple during Gorkha earthquake

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  • 4120

Seismic and vibration protection of the statue Pieta Rondanini by Michelangelo WCEE 2017

  • 1
  • 4182

Seismic Retrofit of Historic Iasi City Hall Building Using Seismic Protective Devices

  • 1
  • 4208
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Popular Technical Papers

  • Earthquake Performance of Porcelain Transformer Bushings
    • 0
  • Comprehensive Evaluation and Seismic Retrofit of a Three‐Story Non‐Ductile Concrete Structure
    • 1
  • Seismic Rehabilitation of a Nine‐Story Hospital Building Using Fluid Viscous Dampers
    • 4
  • Seismic Evaluation and Upgrade of Historic Multi‐Story Buildings in Sacramento, California
    • 2
  • Design of an Essential Facility with Steel Moment Frames and Viscous Dampers Using 2000 NEHRP
    • 0

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