The differences in structural response to near-fault pulse-like, near-fault non pulse-like, and far-fault ground motions are examined based on elastic and inelastic response spectra. As a first step, the criteria to identify pulse-like motions are examined. The influence of the ground motion orientation is also studied, considering the normal to strike orientation, and the principal directions of motion among others. The characteristics of the spectral shapes are synthesized constructing smoothed spectra using the Veletsos-Newmark-Hall methodology, i.e., considering response amplification factors for elastic systems and response reduction factors for inelastic systems. Copyright © A. S. Elnashai & N. N. Ambraseys
In seismic codes, elastic response spectra are usually defined by assuming a conventional value for ...
Shock response analysis of the soil–structure systems induced by near–fault pulses is investigated. ...
205 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001.A new method is developed for...
Near-fault ground motions with long-period pulse have been identified as critical in the design of s...
This paper summarizes the results of a study that is intended to evaluate and quantify salient respo...
This paper examines the effects of near-fault ground motions on the structural behavior by means of ...
Near-source pulse-like records resulting from rupture's directivity have been found to depart from s...
The presence of long-period pulses in near-fault records can be considered as an important factor in...
The presence of long-period pulses in near-fault records can be considered as an important factor in...
This paper examines the effects of near-fault ground motions on the structural behavior by means of ...
For the sites in close proximity to a causative fault where formation of near fault long period velo...
This study focuses on three contemporary issues related to the fields of Earthquake Engineering and...
In this study, the effect of the high frequency components of near fault ground motions (NFGM) with ...
Abstract. The presence of long-period pulses in near-fault records can be considered as an important...
Abstract: Strong ground motions in the vicinity of a fault generating large earthquakes are known to...
In seismic codes, elastic response spectra are usually defined by assuming a conventional value for ...
Shock response analysis of the soil–structure systems induced by near–fault pulses is investigated. ...
205 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001.A new method is developed for...
Near-fault ground motions with long-period pulse have been identified as critical in the design of s...
This paper summarizes the results of a study that is intended to evaluate and quantify salient respo...
This paper examines the effects of near-fault ground motions on the structural behavior by means of ...
Near-source pulse-like records resulting from rupture's directivity have been found to depart from s...
The presence of long-period pulses in near-fault records can be considered as an important factor in...
The presence of long-period pulses in near-fault records can be considered as an important factor in...
This paper examines the effects of near-fault ground motions on the structural behavior by means of ...
For the sites in close proximity to a causative fault where formation of near fault long period velo...
This study focuses on three contemporary issues related to the fields of Earthquake Engineering and...
In this study, the effect of the high frequency components of near fault ground motions (NFGM) with ...
Abstract. The presence of long-period pulses in near-fault records can be considered as an important...
Abstract: Strong ground motions in the vicinity of a fault generating large earthquakes are known to...
In seismic codes, elastic response spectra are usually defined by assuming a conventional value for ...
Shock response analysis of the soil–structure systems induced by near–fault pulses is investigated. ...
205 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001.A new method is developed for...