A multi-mode displacement-based pushover (MDP) procedure for seismic assessment of buildings

This publication has 80 references indexed in Scilit:

• A Drift Pushover Analysis Procedure for Estimating the Seismic Demands of Buildings
  Earthquake Spectra, 2014
• An adaptive pushover procedure based on effective modal mass combination rule
  Engineering Structures, 2013
• Assessment of modified consecutive modal pushover analysis for estimating the seismic demands of tall buildings with dual system considering steel concentrically braced frames
  Journal of Constructional Steel Research, 2012
• The extended N2 method considering higher mode effects in both plan and elevation
  Bulletin of Earthquake Engineering, 2011
• Generalized force vectors for multi‐mode pushover analysis
  Earthquake Engineering & Structural Dynamics, 2010
• Accidental design eccentricity: Is it important for the inelastic response of buildings to strong earthquakes?
  Soil Dynamics and Earthquake Engineering, 2010
• On the inelastic seismic response of asymmetric buildings under bi-axial excitation
  Earthquake Engineering & Structural Dynamics, 2005
• Identification of Modal Combinations for Nonlinear Static Analysis of Building Structures
  Computer-Aided Civil and Infrastructure Engineering, 2004
• Inelastic earthquake response of single‐story asymmetric buildings: an assessment of simplified shear‐beam models
  Earthquake Engineering & Structural Dynamics, 2003
• A modal pushover analysis procedure for estimating seismic demands for buildings
  Earthquake Engineering & Structural Dynamics, 2001