Zobrazeno 1 - 10
of 66
pro vyhledávání: '"Network for Earthquake Engineering Simulation"'
Publikováno v:
Engineering Structures. 186:146-160
In this paper a Bayesian framework is employed to estimate the seismic strong-motion response and the state of structural integrity of a full-scale structure. The approach is applied in the context of a full-scale section of a seven-story shear wall
Autor:
Marty Halvorson, Koorosh Lotfizadeh, Georgios Tsampras, Andrés Rodriguez, P. Benson Shing, Joel P. Conte, J. Enrique Luco, Machel L. Morrison, Brad Thoen, José I. Restrepo, Gilberto Mosqueda, Ozgur Ozcelik, Tara C. Hutchinson, Mike Nemeth, Chin-Ta Lai, Sebastian Restrepo, Ricardo Bustamante, Lelli Van Den Einde
Publikováno v:
Frontiers in Built Environment, Vol 6 (2021)
Since its commissioning in 2004, the UC San Diego Large High-Performance Outdoor Shake Table (LHPOST) has enabled the seismic testing of large structural, geostructural and soil-foundation-structural systems, with its ability to accurately reproduce
Autor:
Chao-Hsien Li, Daniel M. Dowden, Laura N. Lowes, Michel Bruneau, Keh-Chuan Tsai, Jeffrey W. Berman, Patricia M. Clayton
Publikováno v:
Frontiers of Structural and Civil Engineering. 10:283-290
As part of a Network for Earthquake Engineering Simulation research project led by researchers at the University of Washington with collaborators at University at Buffalo, and Taiwan National Center for Research on Earthquake Engineering, a self-cent
Publikováno v:
Soil Dynamics and Earthquake Engineering. 87:63-81
We discuss the application of a recently developed full-waveform-inversion-based technique to the imaging of geotechnical sites using field-collected data. Specifically, we address the profiling of arbitrarily heterogeneous sites in terms of P- and S
Publikováno v:
Thin-Walled Structures. 103:115-127
A series of full-scale system-level experiments using a two-story steel braced-frame structure was conducted at the University of Nevada, Reno Network for Earthquake Engineering Simulation site in order to better understand the seismic performance of
Publikováno v:
Journal of Earthquake Engineering. 21:62-86
The seismic performance of nonstructural components, including pressurized fire sprinkler systems, plays a significant role during and after an earthquake. A series of full-scale system-level experiments was conducted at the University of Nevada, Ren
Publikováno v:
Journal of Structural Engineering. 144
A full-scale five-story reinforced concrete building specimen, outfitted with a variety of nonstructural components and systems (NCSs), was built and tested on the Network for Earthquake Engineering Simulation at the University of California, San Die
Autor:
Arturo E. Schultz, Curt B. Haselton, Shih Ho Chao, Xuejian Liu, Alireza Nojavan, Sanput Simathathien
Publikováno v:
Earthquake Spectra. 31:1211-1231
A series of eight full-scale reinforced concrete column tests was recently carried out at the NEES (Network for Earthquake Engineering Simulation) Multi-Axial Subassemblage Testing (MAST) site at the University of Minnesota as part of a National Scie
Autor:
Jean Guzman, Keri L. Ryan
Publikováno v:
Earthquake Spectra. 31:1195-1209
The data sets generated from E-Defense shake table experiments of a full-scale, five-story building tested with two innovative isolation systems and in the fixed-base configuration are available in the Network for Earthquake Engineering Simulation (N
Publikováno v:
International Journal of Digital Curation, Vol 9, Iss 2, Pp 83-97 (2014)
International Journal of Digital Curation; Vol 9, No 2 (2014); 83-97
International Journal of Digital Curation; Vol 9, No 2 (2014); 83-97
The objective of this paper is to showcase the progress of the earthquake engineering community during a decade-long effort supported by the National Science Foundation in the George E. Brown Jr., Network for Earthquake Engineering Simulation (NEES).