Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Andrew Hardyniec"'
Autor:
Andrew Hardyniec, Finley A. Charney
Publikováno v:
Earthquake Engineering & Structural Dynamics. 46:343-346
Summary The discussion presents questions regarding the recommended damping scheme from the discussed paper and provides an alternative recommendation. The discussion also requests further explanation on behavioral differences between models incorpor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::849d7f828d2dacd53b2ac2602e1fd645
https://doi.org/10.1002/eqe.2788
https://doi.org/10.1002/eqe.2788
Autor:
Andrew Hardyniec, Finley A. Charney
Publikováno v:
Earthquake Spectra. 32:653-676
The FEMA P-695 Methodology offers a procedure for evaluating the collapse performance of seismic force resisting systems. The Methodology is necessarily complex and analysis-intensive. To manage collapse evaluation data and expedite nonlinear dynamic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7dae949618a5d2d23b5c89ba93d1ac0
https://doi.org/10.1193/040214eqs044
https://doi.org/10.1193/040214eqs044
Autor:
Charles DeVore, Andrew Hardyniec
Publikováno v:
Forensic Engineering 2018.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7337f373a18479433dff91f45408544
https://doi.org/10.1061/9780784482018.077
https://doi.org/10.1061/9780784482018.077
Autor:
Andrew Hardyniec, Finley A. Charney
Publikováno v:
Earthquake Engineering & Structural Dynamics. 44:2695-2715
Summary The growing emphasis of considering the behavior of structures at extreme performance states, such as collapse, has necessitated the characterization of the effects of varying attributes of the structural model. One source of variability that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e540445b4b9dfc0d8ed9c99037ac591
https://doi.org/10.1002/eqe.2604
https://doi.org/10.1002/eqe.2604
Autor:
Finley A. Charney, Andrew Hardyniec
Publikováno v:
Computers & Structures. 148:14-25
The collapse margin ratio (CMR) is an important value in the FEMA P-695 process. However, determination of the CMR is computationally intensive and the duration for running a full incremental dynamic analysis (IDA) using serial computing to calculate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c336d0fb078b62e6ef67dd66fd99fba8
https://doi.org/10.1016/j.compstruc.2014.11.003
https://doi.org/10.1016/j.compstruc.2014.11.003
Publikováno v:
Structures Congress 2017.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b6ece535c7a75cf67ee853289af7f75
https://doi.org/10.1061/9780784480410.065
https://doi.org/10.1061/9780784480410.065