Earthquake Engineering Technical Paper Archive
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Earthquake Engineering Technical Papers

Schools, Hospitals, Public Buildings

Damage Assessment of Seismic Retrofit Midrise Buildings Nepal WCEE 2017

  • 3
  • 2985

Damage Assessment and Seismic Retrofit of Buildings Following the 2015 Nepal and 2016 Ecuador Earthquakes

  • -1
  • 3169

Performance of Structures with Passive Energy Dissipators

  • 0
  • 3385

Current Implementation Practices Of Passive Energy Dissipaters In The United States

  • 0
  • 3588

Seismic Performance Improvement of A Torsional Irregular Concrete Shear Wall Building Using Toggle-Brace-Dampers

  • 0
  • 3590

Preliminary analysis of the Shanghai World Financial Center Incorporating Fluid Viscous Dampers

  • 0
  • 3629

Design and Construction of a Modern Post-tensioned Parking Structure

  • 0
  • 3629

Best Design Practices for Seismic Evaluation and Preservation of Historic Buildings

  • 0
  • 3725

Seismic Evaluation and Retrofit of 230-kV Porcelain Transformer Bushings

  • 0
  • 3729

Structural Control of Dynamic Blast Loading

  • 0
  • 3735

Applying Multi-Hazard Risk Assessment to the Development of a Seismic Retrofit Program for Public Schools in Metro Manila, Philippines

  • 0
  • 3777

U.S. Design Of Structures With Damping Systems

  • 1
  • 3793

Design Of A New Steel Moment Frame Building Incorporating Viscous Dampers Following The Guidelines Of The 1999 SEAOC Blue Book

  • 0
  • 3796

Seismic Isolation of 200 Year Old Heritage Cathedrals in Haiti

  • 0
  • 3923

Large Scale World Bank Seismic Risk Reduction Program for Public Buildings

  • 0
  • 4015
  • 1
  • 2
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Popular Technical Papers

  • Earthquake Performance of Porcelain Transformer Bushings
    • 1
  • 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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