Seismic performance assessment and benefit-cost analysis of mid-rise reinforced concrete base-isolated building using double-curvature friction pendulum bearings
Author:
Affiliation:
1. Department of Civil Engineering, Indian Institute of Technology (IIT) Delhi, New Delhi, India
2. Resistoflex Dynamics Private Limited, A-7, Sector 2, Noida, Uttar Pradesh (U.P.), India
Funder
M/s Resistoflex Dynamics Private Limited
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/15732479.2023.2275698
Reference43 articles.
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2. ASCE/SEI-7. (2016). Minimum design loads for buildings and other structures. Structural Engineering Institute (SEI), American Society of Civil Engineers (ASCE), Reston, Virginia (VA), United Stated of America (USA).
3. Cost-benefit analysis of seismic-isolated structures with viscous damper based on loss estimation
4. Three-dimensional double friction pendulum bearing model including uplift and impact behavior: Formulation and numerical example
5. Failure of double friction pendulum bearings under pulse-type motions
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