Halling, M. W., & Petty, T. (2001). Strong Motion Instrumentation of I-15 Bridge C-846 (Report No. UT – 01-12). Utah. Dept. of Transportation. Division of Research. https://rosap.ntl.bts.gov/view/dot/36779
Halling, Marvin W. and Timothy Petty. Strong Motion Instrumentation of I-15 Bridge C-846. Report no. UT – 01-12. Utah. Dept. of Transportation. Division of Research, 2001. https://rosap.ntl.bts.gov/view/dot/36779.
Halling, Marvin W., and Timothy Petty Strong Motion Instrumentation of I-15 Bridge C-846. Utah. Dept. of Transportation. Division of Research, 2001, Report no. UT – 01-12, ROSA P. https://rosap.ntl.bts.gov/view/dot/36779.
NTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and Structures
Abstract:
Several spans of bridge C-846 (at 21st S and I-15) were instrumented using strong motion accelerometers. Also instrumented was a 3-channel free field site adjacent to the bridge at Andy Avenue, S. Salt Lake City. `This instrumentation is intended to provide long term information for vibration studies by researchers at Utah State University, as well as being set to trigger during any earthquake which triggers the sensors. In addition, the three free field channels and three selected structural channels will be continuously monitored by the U of U Seismograph Stations as part of the Advanced National Seismic System (ANSS). Data is available through their Strong Ground Motion Monitoring Network.
Halling, M. W., & Petty, T. (2001). Strong Motion Instrumentation of I-15 Bridge C-846 (Report No. UT – 01-12). Utah. Dept. of Transportation. Division of Research. https://rosap.ntl.bts.gov/view/dot/36779
Halling, Marvin W. and Timothy Petty. Strong Motion Instrumentation of I-15 Bridge C-846. Report no. UT – 01-12. Utah. Dept. of Transportation. Division of Research, 2001. https://rosap.ntl.bts.gov/view/dot/36779.
Halling, Marvin W., and Timothy Petty Strong Motion Instrumentation of I-15 Bridge C-846. Utah. Dept. of Transportation. Division of Research, 2001, Report no. UT – 01-12, ROSA P. https://rosap.ntl.bts.gov/view/dot/36779.
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