Collapse analysis of high-rise steel moment frames incorporating deterioration effects of column axial force – bending moment interaction

This publication has 27 references indexed in Scilit:

• Numerical modeling on post-local buckling behavior of circular and square concrete-filled steel tubular beam columns
  International Journal of Steel Structures, 2016
• Numerical simulation on seismic collapse of thin-walled steel moment frames considering post local buckling behavior
  Thin-Walled Structures, 2015
• Effect of gravity framing on the overstrength and collapse capacity of steel frame buildings with perimeter special moment frames
  Earthquake Engineering & Structural Dynamics, 2014
• Modeling of the composite action in fully restrained beam‐to‐column connections: implications in the seismic design and collapse capacity of steel special moment frames
  Earthquake Engineering & Structural Dynamics, 2014
• CONSTITUTIVE MODELS FOR HOLLOW STEEL TUBES AND CONCRETE FILLED STEEL TUBES CONSIDERING THE STRENGTH DETERIORATION
  Journal of Structural and Construction Engineering (Transactions of AIJ), 2012
• Seismic Resistance Capacity of High-Rise Buildings Subjected to Long-Period Ground Motions: E-Defense Shaking Table Test
  Journal of Structural Engineering, 2010
• Resonant behaviour of base-isolated high-rise buildings under long-period ground motions
  The Structural Design of Tall and Special Buildings, 2006
• RELATIONSHIP BETWEEN ENERGY SPECTRA AND VELOCITY RESPONSE SPECTRA
  Journal of Structural and Construction Engineering (Transactions of AIJ), 2006
• Hysteretic models that incorporate strength and stiffness deterioration
  Earthquake Engineering & Structural Dynamics, 2005
• Instability of buildings during seismic response
  Engineering Structures, 1998