Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Joel Lanning"'
Autor:
Elizabeth S Park, Ashley Harlow, Amir AghaKouchak, Brigette Baldi, Nancy Burley, Natascha Buswell, Roderic Crooks, Darren Denenberg, Peter Ditto, Kimberley Edwards, Mariana Garcia Junqueira, Andrew Geragotelis, Amanda Holton, Joel Lanning, Rachel Lehman, Audrey Chen, Alessandra Pantano, Jenny Rinehart, Mark Walter, Adrienne Williams, Jennifer Wong-Ma, Michael Yassa, Brian Sato
Publikováno v:
PLoS ONE, Vol 16, Iss 12, p e0261706 (2021)
Studies have demonstrated students' resistance to active learning, despite evidence illustrating that their learning is improved relative to students in lectures. Specifically, while active learning and group work are effective at engaging students i
Externí odkaz:
https://doaj.org/article/caee294391f54cb08bc181ecec49e469
Autor:
P. E., Joel Lanning1
Publikováno v:
Proceedings of the ASEE Annual Conference & Exposition. 2018, p1-15. 15p.
Autor:
Farzin Zareian, Joel Lanning
Publikováno v:
PEER Reports.
This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA
Autor:
Joel Lanning
Publikováno v:
2018 ASEE Annual Conference & Exposition Proceedings.
Autor:
Joel Lanning, Matthew Roberts
Publikováno v:
2019 ASEE Annual Conference & Exposition Proceedings.
Autor:
Matthew Brand, Joel Lanning
Publikováno v:
2019 ASEE Annual Conference & Exposition Proceedings.
Publikováno v:
Journal of Building Engineering. 35:102070
The seismic behavior of (plane) frames with special-shaped concrete-filled steel tubular (CFST) columns (SCFSTFs), H-shaped steel beams, and exterior diaphragm connections was investigated experimentally and numerically in this study. Double-bay two-
Publikováno v:
Journal of Constructional Steel Research. 169:106038
Design procedures for L-shaped and T-shaped concrete-filled steel tube (CFST) columns subjected to bending and compression loading scenarios were developed through parametric study using finite element (FE) models verified by existing experimental re
Publikováno v:
Structures Congress 2017.
Publikováno v:
Journal of Bridge Engineering. 21
Buckling-restrained braces (BRBs) are reliable energy-dissipating axial members that recently became popular in the seismic design of buildings. Using the Vincent Thomas Bridge (VTB) as a case study, this research investigates the feasibility of usin