[图书][B] Risk and reliability analysis
P Gardoni - 2017 - Springer
Natural and anthropogenic hazards pose significant risks to individuals and communities.
Over the past few decades, risk and reliability analysis have gone from a specialty topic to a …
Over the past few decades, risk and reliability analysis have gone from a specialty topic to a …
[图书][B] A Bayesian network methodology for infrastructure seismic risk assessment and decision support
MT Bensi - 2010 - search.proquest.com
A Bayesian network methodology is developed for performing infrastructure seismic risk
assessment and providing decision support with an emphasis on immediate post …
assessment and providing decision support with an emphasis on immediate post …
Experimental seismic performance of a hybrid sliding–rocking bridge for various specimen configurations and seismic loading conditions
This paper presents the major findings of a shake table testing program on a large-scale (1:
2.39) novel segmental concrete single-span bridge specimen. Emphasis is given on various …
2.39) novel segmental concrete single-span bridge specimen. Emphasis is given on various …
A complete SRSS format for the response spectrum method of high-cycle fatigue life assessment considering modal truncation error correction
G Sui, Y Zhang - International Journal of Fatigue, 2023 - Elsevier
In this paper, a more accurate and efficient format of the fatigue response spectrum method
is further proposed considering modal truncation error. Firstly, the quasi-static response of …
is further proposed considering modal truncation error. Firstly, the quasi-static response of …
[HTML][HTML] Loss estimation of curved bridges considering the incidence angle and spatial variability of earthquake ground motion
R Feng, SP Papadopoulos, W Yuan… - Soil Dynamics and …, 2022 - Elsevier
The consideration for the angle of seismic incidence (ASI) is critical for the seismic design of
curved bridges. Previous studies indicate that the effect of ASI weakens as the damage …
curved bridges. Previous studies indicate that the effect of ASI weakens as the damage …
An extended multiple-support response spectrum method incorporating fluid-structure interaction for seismic analysis of deep-water bridges
K Wu, N Li, Z Li - Earthquake Engineering and Engineering Vibration, 2023 - Springer
The effects of ground motion spatial variability (GMSV) or fluid-structure interaction (FSI) on
the seismic responses of deep-water bridges have been extensively examined. However …
the seismic responses of deep-water bridges have been extensively examined. However …
Spatial coherency analysis of seismic ground motions from a rock site dense array implemented during the Kefalonia 2014 aftershock sequence
The objective of studies presented in this paper is to analyse the spatial incoherency of
seismic ground motions using signals from a velocimeter dense array located on a rock site …
seismic ground motions using signals from a velocimeter dense array located on a rock site …
Multiple support seismic excitation of the Evripos bridge based on free-field and on-structure recordings
A Sextos, C Karakostas, V Lekidis… - Structure and …, 2015 - Taylor & Francis
The 395 m long Evripos bridge in central Greece connects the island of Evia to the
mainland. An accelerometer array of 43 triaxial sensors has been monitoring both the free …
mainland. An accelerometer array of 43 triaxial sensors has been monitoring both the free …
Anti-symmetric mode excitation and seismic response of base-isolated bridges under asynchronous input motion
SP Papadopoulos, AG Sextos - Soil Dynamics and Earthquake …, 2018 - Elsevier
This paper investigates the effect of asynchronous earthquake ground motion on the
transverse response of base-isolated bridges. In this context, the excitation of anti-symmetric …
transverse response of base-isolated bridges. In this context, the excitation of anti-symmetric …
Simplified design of bridges for multiple-support earthquake excitation
SP Papadopoulos, AG Sextos - Soil Dynamics and Earthquake …, 2020 - Elsevier
This paper presents a novel, bridge-dependent approach for quantifying the increase of
design quantities due to spatially variable earthquake ground motion (SVEGM). Contrary to …
design quantities due to spatially variable earthquake ground motion (SVEGM). Contrary to …