This contribution addresses the dynamic response prediction of railway bridges subjected to high-speed trains with stochastic methods to account for uncertainties in the [...]

This paper addresses the statistical evaluation of vertical peak floor acceleration (P F Av ) demands on elastic multistory buildings using recorded ground motions. Typic [...]

In this paper the influence of material deterioration on the seismic collapse capacity of PDelta vulnerable frame structures is quantified. The main objective is to revea [...]

In this paper different simplified approaches for numerical simulation of deep vibratory compaction are presented. In the first approach, modal analysis yields the mode s [...]

In this paper a robust method for simplified prediction of peak floor acceleration (PFA) demands in inelastic structural walls is established. In structural walls the pla [...]

The efficiency of a recently introduced spectral based intensity measure (IM) is assessed, used for the assessment of the seismic collapse capacity of highly inelastic fr [...]

A collapse capacity spectrum represents the seismic collapse capacity of highly inelastic non-degrading single-degree-of-freedom systems vulnerable to the destabilizing e [...]

In recent years the evaluation of risk levels of existing buildings by Rapid-VisualScreening (RVS) has become a common tool for seismic hazard assessment. If RVS is appli [...]

This paper addresses the prediction of the seismic collapse capacity of flexible nondeteriorating multi-story frame structures with regular layout, which are vulnerable t [...]

In this paper a procedure for prediction of the destabilizing effect of gravity loads, usually referred to as P-delta effect, in seismic excited highly inelastic multi-st [...]