Determination of critical excitation in seismic analysis of structures

[1]  Qiusheng Li,et al.  Structural performance of multi‐outrigger‐braced tall buildings , 2003 .

[2]  Izuru Takewaki.  Nonstationary Random Critical Excitation for Acceleration Response , 2001 .

[3]  Abbas Moustafa.  Damage-Based Design Earthquake Loads for Single-Degree-Of-Freedom Inelastic Structures , 2011 .

[4]  Izuru Takewaki,et al.  A new method for non‐stationary random critical excitation , 2001 .

[5]  Izuru Takewaki.  Toward greater building earthquake resilience using concept of critical excitation: A review , 2013 .

[6]  Abbas Moustafa,et al.  Critical earthquake load inputs for multi-degree-of-freedom inelastic structures , 2009 .

[7]  Reza Rahgozar,et al.  An analytical model for dynamic response analysis of tubular tall buildings , 2014 .

[8]  Izuru Takewaki.  Seismic Critical Excitation Method for Robust Design: A Review , 2002 .

[9]  Masanobu Shinozuka,et al.  Maximum Structural Response to Seismic Excitations , 1970 .

[10]  A. M. Abbas.  Critical seismic load inputs for simple inelastic structures , 2006 .

[11]  A. Agrawal,et al.  Analytical Model of Ground Motion Pulses for the Design and Assessment of Seismic Protective Systems , 2008 .

[12]  Seng-Lip Lee,et al.  The effects of axial deformation and axial force on vibration characteristics of tall buildings , 2002 .

[13]  Reza Rahgozar,et al.  An approximate analysis of combined system of framed tube, shear core and belt truss in high‐rise buildings , 2009 .

[14]  Jun Shang Kuang,et al.  Coupled vibration of tall building structures , 2004 .

[15]  Reza Rahgozar,et al.  A simple approximate method for free vibration analysis of framed tube structures , 2013 .

[16]  Izuru Takewaki,et al.  Bound of earthquake input energy to soil–structure interaction systems , 2005 .

[17]  A. G. Brady,et al.  A STUDY ON THE DURATION OF STRONG EARTHQUAKE GROUND MOTION , 1975 .

[18]  Sashi K. Kunnath,et al.  Effects of Fling Step and Forward Directivity on Seismic Response of Buildings , 2006 .

[19]  Bruce D. Westermo.  The critical excitation and response of simple dynamic systems , 1985 .

[20]  Kohei Fujita,et al.  Optimal placement and design of nonlinear dampers for building structures in the frequency domain , 2014 .

[21]  Rudolf F. Drenick,et al.  Model-Free Design of Aseismic Structures , 1970 .

[22]  Reza Kamgar,et al.  A simple mathematical model for free vibration analysis of combined system consisting of framed tube, shear core, belt truss and outrigger system with geometrical discontinuities , 2012 .

[23]  Vitelmo V. Bertero,et al.  Uncertainties in Establishing Design Earthquakes , 1987 .