| # | Title | Journal | Year | Citations |
|---|
|
| 1 | Incremental dynamic analysis | Earthquake Engineering and Structural Dynamics | 2002 | 3,173 |
| 2 | Improved numerical dissipation for time integration algorithms in structural dynamics | Earthquake Engineering and Structural Dynamics | 1977 | 1,929 |
| 3 | Hysteretic models that incorporate strength and stiffness deterioration | Earthquake Engineering and Structural Dynamics | 2005 | 1,200 |
| 4 | A modal pushover analysis procedure for estimating seismic demands for buildings | Earthquake Engineering and Structural Dynamics | 2002 | 969 |
| 5 | Optimum absorber parameters for various combinations of response and excitation parameters | Earthquake Engineering and Structural Dynamics | 1982 | 806 |
| 6 | FIBRE BEAM-COLUMN MODEL FOR NON-LINEAR ANALYSIS OF R/C FRAMES: PART I. FORMULATION | Earthquake Engineering and Structural Dynamics | 1996 | 769 |
| 7 | One-year monitoring of the Z24-Bridge: environmental effects versus damage events | Earthquake Engineering and Structural Dynamics | 2001 | 747 |
| 8 | Capacity spectrum method based on inelastic demand spectra | Earthquake Engineering and Structural Dynamics | 1999 | 654 |
| 9 | Spectral shape, epsilon and record selection | Earthquake Engineering and Structural Dynamics | 2006 | 597 |
| 10 | A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon | Earthquake Engineering and Structural Dynamics | 2005 | 586 |
| 11 | PREDICTION OF HORIZONTAL RESPONSE SPECTRA IN EUROPE | Earthquake Engineering and Structural Dynamics | 1996 | 582 |
| 12 | Evaluation of seismic energy in structures | Earthquake Engineering and Structural Dynamics | 1990 | 563 |
| 13 | Using an inerter‐based device for structural vibration suppression | Earthquake Engineering and Structural Dynamics | 2014 | 563 |
| 14 | Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios | Earthquake Engineering and Structural Dynamics | 2008 | 546 |
| 15 | In-plane seismic response of brick masonry walls | Earthquake Engineering and Structural Dynamics | 1997 | 536 |
| 16 | Seismic control of single‐degree‐of‐freedom structure using tuned viscous mass damper | Earthquake Engineering and Structural Dynamics | 2012 | 515 |
| 17 | A METHOD OF ESTIMATING THE PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS | Earthquake Engineering and Structural Dynamics | 1997 | 504 |
| 18 | Seismic fragility methodology for highway bridges using a component level approach | Earthquake Engineering and Structural Dynamics | 2007 | 472 |
| 19 | Dynamic behaviour of building-foundation systems | Earthquake Engineering and Structural Dynamics | 1974 | 456 |
| 20 | Rocking response of rigid blocks to earthquakes | Earthquake Engineering and Structural Dynamics | 1980 | 436 |
| 21 | Engineering seismology: Part I | Earthquake Engineering and Structural Dynamics | 1988 | 428 |
| 22 | Development of real-time pseudo dynamic testing | Earthquake Engineering and Structural Dynamics | 1992 | 417 |
| 23 | Implementation and testing of passive control devices based on shape memory alloys | Earthquake Engineering and Structural Dynamics | 2000 | 413 |
| 24 | Behavior of moment-resisting frame structures subjected to near-fault ground motions | Earthquake Engineering and Structural Dynamics | 2004 | 409 |
| 25 | Pounding of buildings in series during earthquakes | Earthquake Engineering and Structural Dynamics | 1988 | 406 |
| 26 | Scattering of plane sh waves by a semi-cylindrical canyon | Earthquake Engineering and Structural Dynamics | 1972 | 404 |
| 27 | Alternative non‐linear demand estimation methods for probability‐based seismic assessments | Earthquake Engineering and Structural Dynamics | 2009 | 404 |
| 28 | THE N2 METHOD FOR THE SEISMIC DAMAGE ANALYSIS OF RC BUILDINGS | Earthquake Engineering and Structural Dynamics | 1996 | 403 |
| 29 | A Hertz contact model with non-linear damping for pounding simulation | Earthquake Engineering and Structural Dynamics | 2006 | 397 |
| 30 | A plastic-damage concrete model for earthquake analysis of dams | Earthquake Engineering and Structural Dynamics | 1998 | 393 |
| 31 | Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom(SDOF) systems | Earthquake Engineering and Structural Dynamics | 2004 | 382 |
| 32 | Collocation, dissipation and [overshoot] for time integration schemes in structural dynamics | Earthquake Engineering and Structural Dynamics | 1978 | 373 |
| 33 | Consistent inelastic design spectra: Strength and displacement | Earthquake Engineering and Structural Dynamics | 1994 | 373 |
| 34 | Base isolation for near-fault motions | Earthquake Engineering and Structural Dynamics | 2001 | 373 |
| 35 | Stability and accuracy analysis of direct integration methods | Earthquake Engineering and Structural Dynamics | 1972 | 368 |
| 36 | Correlation model for spatially distributed ground‐motion intensities | Earthquake Engineering and Structural Dynamics | 2009 | 358 |
| 37 | Aseismic design implications of near-fault san fernando earthquake records | Earthquake Engineering and Structural Dynamics | 1978 | 350 |
| 38 | Random vibration of hysteretic systems under bi-directional ground motions | Earthquake Engineering and Structural Dynamics | 1986 | 349 |
| 39 | Methodology for the development of analytical fragility curves for retrofitted bridges | Earthquake Engineering and Structural Dynamics | 2008 | 344 |
| 40 | Nonlinear dynamic analysis of complex structures | Earthquake Engineering and Structural Dynamics | 1972 | 340 |
| 41 | Real-time hybrid experimental system with actuator delay compensation and its application to a piping system with energy absorber | Earthquake Engineering and Structural Dynamics | 1999 | 340 |
| 42 | Response spectrum method for multi-support seismic excitations | Earthquake Engineering and Structural Dynamics | 1992 | 332 |
| 43 | The role of damping in seismic isolation | Earthquake Engineering and Structural Dynamics | 1999 | 329 |
| 44 | A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings | Earthquake Engineering and Structural Dynamics | 2004 | 326 |
| 45 | Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building—from seismic hazard to collapse safety and economic losses | Earthquake Engineering and Structural Dynamics | 2007 | 325 |
| 46 | An enhanced base isolation system equipped with optimal tuned mass damper inerter (TMDI) | Earthquake Engineering and Structural Dynamics | 2018 | 322 |
| 47 | Dynamic pile-soil-pile interaction. Part II: Lateral and seismic response | Earthquake Engineering and Structural Dynamics | 1992 | 316 |
| 48 | Motions of rigid bodies and criteria for overturning by earthquake excitations | Earthquake Engineering and Structural Dynamics | 1982 | 315 |
| 49 | Optimum absorber parameters for simple systems | Earthquake Engineering and Structural Dynamics | 1980 | 314 |
| 50 | Dynamic analysis by direct superposition of Ritz vectors | Earthquake Engineering and Structural Dynamics | 1982 | 314 |
