Seismic Behaviour Assessment of Steel Moment Resisting Frames Under Near-Field Earthquakes

Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity

Paul Somerville, N. F. Smith, Robert Graves et al. · Seismological Research Letters · 1997 · 1.4K citations

Applied Geophysics, Engineering, Seismic Wave +17

Minimum Design Loads for Buildings and Other Structures

Edward Cohen · 1990 · 1.4K citations

Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis

Jack W. Baker · Bulletin of the Seismological Society of America · 2007 · 1.1K citations

Fault Diagnosis, Engineering, Seismic Wave +17

Behavior of moment‐resisting frame structures subjected to near‐fault ground motions

Babak Alavi, Helmut Krawinkler · Earthquake Engineering & Structural Dynamics · 2004 · 510 citations

Engineering, Structural Dynamics, Mechanical Engineering +17

Establishing <i>R</i> (or Rw) and Cd Factors for Building Seismic Provisions

Chia‐Ming Uang · Journal of Structural Engineering · 1991 · 381 citations

Engineering, Mechanical Engineering, Earthquake Scenario +22