[HTML][HTML] A multi-hazard framework for spatial-temporal impact analysis

S De Angeli, BD Malamud, L Rossi, FE Taylor… - International Journal of …, 2022 - Elsevier
This paper aims to provide a five-step conceptual framework to analyze the impacts to the
built environment from multi-hazard interactions. Our methodology includes a critical …

Toward life-cycle reliability-, risk-and resilience-based design and assessment of bridges and bridge networks under independent and interacting hazards: emphasis …

M Akiyama, DM Frangopol… - Structure and Infrastructure …, 2020 - Taylor & Francis
After recent large earthquakes, field investigations confirmed that several bridges were
severely damaged and collapsed not only due to the earthquake, as an independent …

Risk and resilience assessment of bridges under mainshock and aftershocks incorporating uncertainties

Y Dong, DM Frangopol - Engineering Structures, 2015 - Elsevier
The non-functionality of bridges after the occurrence of a sudden hazard can significantly
impact highway transportation systems and affect the recovery process. Seismic risk …

Aftershock collapse vulnerability assessment of reinforced concrete frame structures

M Raghunandan, AB Liel, N Luco - Earthquake Engineering & …, 2015 - Wiley Online Library
In a seismically active region, structures may be subjected to multiple earthquakes, due to
mainshock–aftershock phenomena or other sequences, leaving no time for repair or retrofit …

Collapse fragility of steel structures subjected to earthquake mainshock-aftershock sequences

Y Li, R Song, JW Van De Lindt - Journal of Structural Engineering, 2014 - ascelibrary.org
This paper investigates the collapse probability of mainshock-damaged steel buildings in
aftershocks, as an essential part of develo** a framework to integrate aftershock seismic …

Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock–aftershock seismic sequences

J Ruiz-García, JC Negrete-Manriquez - Engineering structures, 2011 - Elsevier
This paper presents results of a study aimed at evaluating the effect of aftershocks in steel
framed buildings. For that purpose, three frame models representing existing steel moment …

Rapid seismic damage-state assessment of steel moment frames using machine learning

HD Nguyen, JM LaFave, YJ Lee, M Shin - Engineering Structures, 2022 - Elsevier
The damage state assessment of buildings after an earthquake is an essential and urgent
task that typically requires significant manpower and time for the resilience of a city-scale …

Aftershock ground motion prediction model based on conditional convolutional generative adversarial networks

J Shen, B Ni, Y Ding, J **ong, Z Zhong… - Engineering Applications of …, 2024 - Elsevier
Strong mainshocks are typically accompanied by numerous aftershocks, and the
investigation of the structural failure mechanisms under the mainshock-aftershock sequence …

Slope displacement reliability analysis considering rock parameters spatial variability subjected to stochastic mainshock-aftershock earthquake

R Pang, H Yao, M Xu, Y Zhou - Reliability Engineering & System Safety, 2024 - Elsevier
A new and efficient framework for analyzing the stochastic dynamic response and reliability
of the rock slope was constructed based on the generalized probability density evolution …

Mainshock-aftershock ground motion features and their influence in building's seismic response

J Ruiz-García - Journal of Earthquake Engineering, 2012 - Taylor & Francis
This article presents the results of examining ground motion characteristics in 184 real
mainshock-aftershock earthquake ground motions. It is shown that the predominant period …