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1.	Original version of the author's contribution as presented on USB, paper 293.: PDF Seismic Performance of Weak-Base Strong Column Steel Moment Frames Valerio, Marcello ; Kanvinde, Amit Steel moment frames in seismically active regions are designed as strong-base weak-column systems, such that yielding is concentrated in the lower region of the column me [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 156.: PDF Fatigue Followed By Seismic Fracture in High-Rise Steel Moment Frames Dahm, Quincy ; Galasso, Carmine Steel moment frames in high seismic regions such as California are often designed to resist fracture. This is accomplished by minimizing flaws and cracks in critical regi [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on USB, paper 116.: PDF Seismic Response of Embedded Column Connections: Tests and New Design Methods Kanvinde, Amit ; Grilli, David Embedded Column Base (ECB) connections are commonly used in mid- to high-rise moment frame buildings, when exposed base plate connections cannot economically provide adeq [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 1733.: PDF Maximum likelihood based parameter estimation of constitutive models for earthquake engineering simulation Myers, A. T. ; Ibarra, L. F. Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 0958.: PDF A Framework for Forensic Examination of Earthquake Induced Steel Fracture Based on the Field Failures in the 2011 Christchurch Earthquake Kanvinde, Amit ; Marshall, Kyle Detailed record - Similar records

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