Evaluation of bias on the probability of collapse from amplitude scaling using spectral‐shape‐matched records

Author:

Dávalos Héctor1ORCID,Miranda Eduardo2ORCID

Affiliation:

1. Facultad de IngenieríaUniversidad Panamericana Zapopan Jalisco Mexico

2. John A. Blume Earthquake Engineering Center, Department of Civil and Environmental EngineeringStanford University Stanford California

Funder

California Strong Motion Instrumentation Program

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. DeierleinGG.Overview of a comprehensive framework for earthquake performance assessment.International Workshop on Performance‐Based Seismic Design Concepts and Implementation Bled Slovenia 2004 (PEER Report 2004/05 12.).

2. HamburgerR RojahnC MoehleJ et al.The ATC‐58 project: development of next‐generation performance‐based earthquake engineering design criteria for buildings. Proceedings of the 13th WCEE Vancouver 2004 Paper No. 1819.

3. Tall Buildings Initiative (TBI).Guidelines for performance‐based seismic design of tall buildings Version 2.03.PEER Report 2017/06 University of California Berkeley CA 2017.

4. Los Angeles Tall Buildings Structural Design Council (LATBSDC).An alternative procedure for seismic analysis and design of tall buildings located in the Los Angeles Region.Los Angeles Tall Buildings Structural Design Council Los Angeles CA 2017.

5. American Society of Civil Engineers. Minimum design loads for buildings and other structures. ASCE 7‐10 Reston Virginia 2010.

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