Incremental dynamic analysis | 2001/12/19 | English | 2,623 |
Improved numerical dissipation for time integration algorithms in structural dynamics | 1977/07/01 | English | 1,580 |
Hysteretic models that incorporate strength and stiffness deterioration | 2005/01/01 | English | 1,017 |
A modal pushover analysis procedure for estimating seismic demands for buildings | 2001/12/19 | English | 763 |
Optimum absorber parameters for various combinations of response and excitation parameters | 1982/05/01 | English | 675 |
Using an inerter‐based device for structural vibration suppression | 2013/11/21 | English | 485 |
A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon | 2005/01/01 | English | 474 |
Spectral shape, epsilon and record selection | 2006/01/01 | English | 471 |
Evaluation of seismic energy in structures | 1990/01/01 | English | 454 |
Seismic control of single‐degree‐of‐freedom structure using tuned viscous mass damper | 2012/02/23 | English | 453 |
Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios | 2007/12/19 | English | 453 |
Seismic fragility methodology for highway bridges using a component level approach | 2006/11/08 | English | 396 |
Dynamic behaviour of building‐foundation systems | 1974/01/01 | English | 385 |
Rocking response of rigid blocks to earthquakes | 1980/01/01 | English | 369 |
Scattering of plane sh waves by a semi‐cylindrical canyon | 1972/01/01 | English | 355 |
A Hertz contact model with non-linear damping for pounding simulation | 2006/01/01 | English | 353 |
Engineering seismology: Part I | 1988/12/01 | English | 351 |
Pounding of buildings in series during earthquakes | 1988/04/01 | English | 343 |
Behavior of moment‐resisting frame structures subjected to near‐fault ground motions | 2004/02/13 | English | 343 |
Development of real‐time pseudo dynamic testing | 1992/01/01 | English | 342 |
Alternative non‐linear demand estimation methods for probability‐based seismic assessments | 2008/12/02 | English | 341 |
Near‐fault ground motions, and the response of elastic and inelastic single‐degree‐of‐freedom (SDOF) systems | 2004/05/17 | English | 338 |
Base isolation for near‐fault motions | 2001/01/31 | English | 335 |
Collocation, dissipation and [overshoot] for time integration schemes in structural dynamics | 1978/01/01 | English | 308 |
Random vibration of hysteretic systems under bi‐directional ground motions | 1986/07/01 | English | 306 |
Consistent inelastic design spectra: Strength and displacement | 1994/05/01 | English | 294 |
Stability and accuracy analysis of direct integration methods | 1972/01/01 | English | 286 |
Methodology for the development of analytical fragility curves for retrofitted bridges | 2008/04/11 | English | 286 |
Aseismic design implications of near‐fault san fernando earthquake records | 1978/01/01 | English | 285 |
Correlation model for spatially distributed ground‐motion intensities | 2009/04/28 | English | 284 |