Earthquake Engineering & Structural Dynamics

Titel Veröffentlichungsdatum Sprache Zitate
An enhanced base isolation system equipped with optimal tuned mass damper inerter (TMDI)2017/12/28English280
Dynamic pile‐soil‐pile interaction. Part II: Lateral and seismic response1992/01/01English270
Evaluation of the seismic performance of a code‐conforming reinforced‐concrete frame building—from seismic hazard to collapse safety and economic losses2007/06/15English269
Motions of rigid bodies and criteria for overturning by earthquake excitations1982/09/01English265
Response spectrum method for multi‐support seismic excitations1992/01/01English264
A modal pushover analysis procedure to estimate seismic demands for unsymmetric‐plan buildings2004/04/15English262
Nonlinear dynamic analysis of complex structures1972/01/01English258
Optimum absorber parameters for simple systems1980/01/01English258
Response of a rigid foundation to a spatially random ground motion1986/11/01English253
Comparing response of SDF systems to near‐fault and far‐fault earthquake motions in the context of spectral regions2001/09/04English249
SOFIE project – 3D shaking table test on a seven‐storey full‐scale cross‐laminated timber building2013/05/23English244
Behaviour of the double concave Friction Pendulum bearing2006/06/19English243
Non-linear viscoelastic modelling of earthquake-induced structural pounding2005/01/01English243
A note on mass lumping and related processes in the finite element method1976/01/01English242
Significance of residual drifts in building earthquake loss estimation2012/07/18English242
Hysteretic dampers for earthquake‐resistant structures1974/01/01English241
Shake table test and numerical study of self‐centering steel frame with SMA braces2016/07/07English233
Earthquake‐induced ground displacements1988/10/01English231
Dynamic characteristics of multiple substructures with closely spaced frequencies1992/01/01English230
Probabilistic seismic demand analysis using advanced ground motion intensity measures2007/06/11English230
Dynamic analysis by direct superposition of Ritz vectors1982/11/01English228
Dynamic characterization of multiple tuned mass dampers and some design formulas1994/08/01English228
Problems encountered from the use (or misuse) of Rayleigh damping2006/01/01English227
Fundamental characteristics of Multiple Tuned Mass Dampers for suppressing harmonically forced oscillations1993/01/01English225
Quasi‐static and pseudo‐dynamic testing of unbonded post‐tensioned rocking bridge piers with external replaceable dissipaters2008/11/06English224
Empirical shear wave velocity equations in terms of characteristic soil indexes1978/03/01English222
Average spectral acceleration as an intensity measure for collapse risk assessment2015/03/30English222
Characteristics of 3‐dimensional earthquake ground motions1974/01/01English221
A replacement for the srss method in seismic analysis1981/01/01English220
Seismic response of self‐centring hysteretic SDOF systems2002/02/25English220