@inproceedings{20152000840031 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {The CFS-NEES effort: Advancing cold-formed steel earthquake engineering},
journal = {NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering},
author = {Schafer, B.W. and Ayhan, D. and Leng, J. and Liu, P. and Padilla-Llano, D. and Peterman, K.D. and Stehman, M. and Buonopane, S.G. and Eatherton, M. and Madsen, R. and Manley, B. and Moen, C.D. and Nakata, N. and Rogers, C. and Yu, C.},
year = {2014},
pages = {Computers and Structures Inc. (CSI); ConocoPhillips; et al.; Federal Emergency Management Agency (FEMA); Golder Associates; State of Alaska, Division of Geological and Geophysical Surveys (DGGS) - },
address = {Anchorage, AK, United states},
abstract = {The objective of this paper is to summarize a multi-year effort to advance our understanding in the seismic behavior of, and improve the design of, buildings framed from cold-formed steel (CFS). The effort includes a U.S. National Science Foundation funded project and companion industry-funded projects taken together under the abbreviated name: CFS-NEES. Major deliverables in the CFS-NEES effort include: experimental shear wall testing, characterization, and modeling; experimental cyclic member testing, characterization, modeling, and design; and, complete building design, modeling, and shake table testing. The research enables performance-based design by providing the necessary building blocks for developing nonlinear time history models of buildings framed from cold-formed steel. In addition, the experiments demonstrate the large difference between idealized engineering models of the seismic lateral force resisting system and the superior performance of the full building system. Significant work remains to bring the findings to design practice, and this effort is both ongoing and an area of future need.<br/>},
key = {Studs (structural members)},
keywords = {Architectural design;Seismic design;Seismology;},
note = {Building blockes;Cold-formed steel;Engineering models;Lateral force resisting system;National Science Foundations;Nonlinear time history;Performance based design;Shake table testing;},
URL = {http://dx.doi.org/10.4231/D3QZ22J02},
}

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(CSI); ConocoPhillips; et al.; Federal Emergency Management Agency (FEMA); Golder Associates; State of Alaska, Division of Geological and Geophysical Surveys (DGGS) - },\naddress = {Anchorage, AK, United states},\nabstract = {The objective of this paper is to summarize a multi-year effort to advance our understanding in the seismic behavior of, and improve the design of, buildings framed from cold-formed steel (CFS). The effort includes a U.S. National Science Foundation funded project and companion industry-funded projects taken together under the abbreviated name: CFS-NEES. Major deliverables in the CFS-NEES effort include: experimental shear wall testing, characterization, and modeling; experimental cyclic member testing, characterization, modeling, and design; and, complete building design, modeling, and shake table testing. 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