Selection of earthquake ground motion records: A state-of-the-art review from a structural engineering perspective
This paper reviews alternative selection procedures based on established methods for
incorporating strong ground motion records within the framework of seismic design of …
incorporating strong ground motion records within the framework of seismic design of …
[HTML][HTML] Resilience of aging structures and infrastructure systems with emphasis on seismic resilience of bridges and road networks
Risk assessment and mitigation programs have been carried out over the last decades in
the attempt to reduce transportation infrastructure downtime and post-disaster recovery …
the attempt to reduce transportation infrastructure downtime and post-disaster recovery …
Spectral shape, epsilon and record selection
JW Baker, C Allin Cornell - Earthquake Engineering & …, 2006 - Wiley Online Library
Selection of earthquake ground motions is considered with the goal of accurately estimating
the response of a structure at a specified ground motion intensity, as measured by spectral …
the response of a structure at a specified ground motion intensity, as measured by spectral …
A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon
JW Baker, C Allin Cornell - Earthquake Engineering & …, 2005 - Wiley Online Library
The 'strength'of an earthquake ground motion is often quantified by an Intensity Measure
(IM), such as peak ground acceleration or spectral acceleration at a given period. This IM is …
(IM), such as peak ground acceleration or spectral acceleration at a given period. This IM is …
The use of real earthquake accelerograms as input to dynamic analysis
The increasing availability of strong-motion accelerograms, and the relative ease with which
they can be obtained compared to synthetic or artificial records, makes the use of real …
they can be obtained compared to synthetic or artificial records, makes the use of real …
[BOOK][B] Direct probabilistic seismic analysis: implementing non-linear dynamic assessments
F Jalayer - 2003 - search.proquest.com
A formal probabilistic framework for seismic assessment of a structural system can be built
around the expression for the probability of exceeding a limit state capacity, a measure of …
around the expression for the probability of exceeding a limit state capacity, a measure of …
Behavior of moment‐resisting frame structures subjected to near‐fault ground motions
B Alavi, H Krawinkler - Earthquake engineering & structural …, 2004 - Wiley Online Library
Near‐fault ground motions impose large demands on structures compared to
'ordinary'ground motions. Recordings suggest that near‐fault ground motions with …
'ordinary'ground motions. Recordings suggest that near‐fault ground motions with …
[PDF][PDF] New ground motion selection procedures and selected motions for the PEER transportation research program
The primary goal of this project was to develop strategies for selecting standardized sets of
ground motions for use by the PEER Transportation Research Program. The broad research …
ground motions for use by the PEER Transportation Research Program. The broad research …
A KDE-based non-parametric cloud approach for efficient seismic fragility estimation of structures under non-stationary excitation
With the development of performance-based earthquake engineering, the risk-informed
assessment framework has received broad recognition over the world, of which the …
assessment framework has received broad recognition over the world, of which the …
Performance‐based seismic engineering: the need for a reliable conceptual comprehensive approach
RD Bertero, VV Bertero - Earthquake Engineering & Structural …, 2002 - Wiley Online Library
The main objectives of this paper are:(i) to review briefly as to what is understood by
performance‐based engineering, performance‐based seismic engineering, and …
performance‐based engineering, performance‐based seismic engineering, and …