Three-Dimensional Nonlinear Inelastic Analysis of Steel Moment-Frame Buildings Damaged by Earthquake Excitations
<p>The Northridge earthquake of January 17, 1994, highlighted the two previously known problems of premature fracturing of connections and the damaging capabilities of near-source ground motion pulses. Large ground motions had not been experienced in a city with tall steel moment-frame buildin...
Internet
https://thesis.library.caltech.edu/8086/1/Carlson-AE-1999.pdfCarlson, Anders Elof (1999) Three-Dimensional Nonlinear Inelastic Analysis of Steel Moment-Frame Buildings Damaged by Earthquake Excitations. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/7s2s-9r50. https://resolver.caltech.edu/CaltechTHESIS:02192014-110246738 <https://resolver.caltech.edu/CaltechTHESIS:02192014-110246738>