Placing engineering in the earthquake response and the survival chain

L Ceferino, Y Merino, S Pizarro, L Moya… - Nature …, 2024 - nature.com
Earthquakes injure millions and simultaneously disrupt the infrastructure to protect them.
This perspective argues that the current post-disaster investigation paradigm is insufficient to …

Evaluation of seismic dynamic behaviour of drywall partitions, façades and ceilings through shake table testing

L Fiorino, B Bucciero, R Landolfo - Engineering Structures, 2019 - Elsevier
Significant damage to architectural non-structural components caused by recent seismic
events highlighted their importance in the building design and showed that their damage or …

Full-scale structural and nonstructural building system performance during earthquakes: Part I–specimen description, test protocol, and structural response

MC Chen, E Pantoli, X Wang, R Astroza… - Earthquake …, 2016 - journals.sagepub.com
A landmark experimental program was conducted to advance the understanding of
nonstructural system performance during earthquakes. The centerpiece of this effort …

Seismic fragility analysis of freestanding hospital cabinets based on shaking table tests

Q Shang, J Li, C Du, T Wang - Journal of Earthquake Engineering, 2023 - Taylor & Francis
The severe damage and functionality loss of hospitals resulting from damage to hospital
nonstructural components and medical equipment are frequently reported following …

Numerical modelling and fragility assessment of typical freestanding building contents

C Petrone, L Di Sarno, G Magliulo… - Bulletin of Earthquake …, 2017 - Springer
The paper assesses the adequacy of existing numerical models in predicting the seismic
response of freestanding nonstructural components that exhibit rocking-dominated behavior …

Seismic fragility analysis of RC frame-shear wall structure under multidimensional performance limit state based on ensemble neural network

DW Jia, ZY Wu - Engineering Structures, 2021 - Elsevier
An improved seismic fragility analysis method without any assumption on the distribution of
the target engineering demand parameter is proposed based on an ensemble neural …

Limitation of base isolation in protecting freestanding contents in buildings

F Wang, Y Huang, Z Qu - Earthquake Engineering & Structural …, 2023 - Wiley Online Library
Seismic base isolation performs well in protecting the drift‐and acceleration‐sensitive
elements in buildings, while its effectiveness in reducing the velocity response and thus …

Comparative seismic loss analysis of an existing non-ductile RC building based on element fragility functions proposals

F Romano, M Faggella, R Gigliotti, M Zucconi… - Engineering …, 2018 - Elsevier
A comparative seismic loss analysis is presented for a non-ductile infilled reinforced
concrete building evaluating the influence on direct economic losses of different parameters …

[HTML][HTML] Development of a novel fire following earthquake probabilistic framework applied to a steel braced frame

P Covi, N Tondini, A Sarreshtehdari… - Structural Safety, 2023 - Elsevier
This paper describes a novel probabilistic fire following earthquake (FFE) framework to
develop FFE fragility functions for steel braced frames. In particular, an 8-storey steel braced …

Seismic behavior of prefabricated reinforced concrete stair isolated by high damping rubber bearings

C Zhang, C Ding, Y Zhou, G Wang, F Shi… - Bulletin of Earthquake …, 2023 - Springer
To alleviate the detrimental diagonal bracing effect of the traditional rigid-connected
reinforced concrete (RC) flight to the boundary frame under lateral inputs, the study …