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PRJ-5780 | Peak EDP distribution of concrete and steel moment resisting frame buildings with varying design configurations exposed to a set of historic ground motions
Cite This Data:
YI, S., A. Taflanidis, P. Toofani Movaghar, C. Galasso (2025). Peak EDP distribution of concrete and steel moment resisting frame buildings with varying design configurations exposed to a set of historic ground motions. DesignSafe-CI. https://doi.org/10.17603/ds2-6fe5-q803

Authors; ; ;
Data Type(s)Benchmark Dataset
Natural Hazard Type(s)Earthquake
Date of Publication2025-01-03
Awards
Natural Hazards Engineering Research Infrastructure: Computational Modeling and Simulation Center | CMMI2131111 | National Science Foundation
KeywordsArchetype buildings, Moment resisting frame, Nonlinear time-history analysis, Historic ground motions, Seismic hazard risk
DOI10.17603/ds2-6fe5-q803
License
 Open Data Commons Attribution
Description:

This dataset provides samples of nonlinear time-history analyses of 30 archetype-building models with random parameters, representing different design configurations, exposed to a set of historic ground motions. The archetype buildings consist of 1- to 15-story Steel and Concrete moment resisting frame (MRF) buildings, and they are formulated as reduced order models (ROM), i.e. parsimonious models, utilizing the shear-structure lumped-mass representation. The provided response samples are peak inter-story drift and absolute acceleration engineering demand parameters (EDPs) at each floor. The dataset corresponds to samples for the EDPs for different structural parameters and ground motions and, therefore, captures both structural model variability and ground motion variability.

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