journal article·2025-08

Frequency domain method for failure and fragility assessment of piping systems under multi-dimensional earthquake excitations

Yuxuan Tao, Zhao-Dong Xu, Shi-Dong Li, Yaxin Wei, Xin-Yu Liu, Cen Yang, Yao-Rong Dong

Publisher page

Abstract

No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.

Source: Not provided · Quality: missing

Research context

OpenAlex topics: Structural Health Monitoring Techniques · Geotechnical Engineering and Underground Structures · Seismic Performance and Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (53)

Show source-provided references
1. ASCE 41-13: Seismic evaluation and retrofit rehabilitation of existing buildings
2. Experimental performance of a multi-storey braced frame structure with non-structural industrial components subjected to synthetic ground motions10.1002/eqe.3656 ↗
3. Seismic performance assessment of piping systems in bare and infilled RC buildings10.1016/j.soildyn.2021.106897 ↗
4. Leakage analysis and prediction model of underground high-pressure natural gas pipeline considering box culvert protection10.1016/j.psep.2023.10.052 ↗
5. Scawthorn C, Eidinger J, Schiff A. Fire following earthquake. Technical Council on Lifeline Earthquake Engineering monograph; no. 26. American Society of Civil Engineers Press. Portland, OR, USA: Book News. Inc; 2005.
6. A wavelet packet deep learning model for Energy-Based structural collapse assessment under Earthquake-Fire Scenarios: Framework and hybrid simulation10.1016/j.ymssp.2024.111784 ↗
7. Performance of Nonstructural Components during the 27 February 2010 Chile Earthquake10.1193/1.4000032 ↗
8. Copula-based hazard analysis of office buildings exposed to potential earthquake-fire impacts
9. Experimental investigation of the seismic performance of flexible pipes for seismically isolated buildings10.1016/j.engstruct.2020.111132 ↗
10. Seismic fragility study of displacement demand on fire sprinkler piping systems10.1080/13632469.2014.917059 ↗
11. Seismic Fragility Study of Fire Sprinkler Piping Systems with Grooved Fit Joints10.1061/(ASCE)ST.1943-541X.0001122 ↗
12. Dynamic response analysis of pipelines in gas distribution stations under seismic loads10.1016/j.engfailanal.2024.109016 ↗
13. A real-time seismic damage prediction framework based on machine learning for earthquake early warning10.1002/eqe.4029 ↗
14. A novel multi-dimensional viscoelastic mitigation device: Shake table tests and numerical assessment of precast concrete sandwich wall panel structure10.1016/j.engstruct.2025.120388 ↗
15. A feature selection framework of ground motion intensity measure in rapid seismic damage prediction of structures based on ensemble learning
16. Full-scale shaking table test on a precast sandwich wall panel structure with a high-damping viscoelastic isolation and mitigation device10.1016/j.engstruct.2025.119797 ↗
17. Analytical Seismic Fragility Analyses of Fire Sprinkler Piping Systems with Threaded Joints10.1193/083112EQS277M ↗
18. Seismic response analysis of three-dimensional base isolation structures considering rocking and P-Δ effects10.1016/j.engstruct.2025.119689 ↗
19. Failure modes of piping under seismic loads which have both load and displacement controlled characteristics10.1016/j.ijpvp.2019.103938 ↗
20. Assessment of the structural conditions in steel pipeline under various operational conditions – A machine learning approach10.1016/j.measurement.2020.108262 ↗
21. Failure criterion and seismic fragility evaluation of isolated nuclear power plant piping system using BP neural network10.1016/j.engfailanal.2024.108790 ↗
22. Numerical simulation and experimental validation of the seismic response of suspended grooved-fit piping systems10.1016/j.engstruct.2023.116615 ↗
23. Shang Q, Li J, Song W, Wang T. Shaking table test of pressurized fire sprinkler piping sub-systems. The 7th World Conference on Structural Control and Monitoring, 7WCSCM, July2018. p. 22-5.
24. Performance enhancement of damaged RC structures with viscoelastic dampers: Damage assessment and optimal placement10.1016/j.soildyn.2023.108362 ↗
25. Seismic performance limit of nuclear power plant piping system with seismic isolation system considering measurement points: Damage index
26. Damage-Limiting Aseismic Design of Buildings10.1193/1.1585416 ↗
27. Effective Energy Criterion for Collapse of Deteriorating Structural Systems
28. Failure criteria evaluation of steel pipe elbows in nuclear power plant piping systems using cumulative damage models10.1016/j.tws.2022.110250 ↗
29. Integrating Deep Learning Into an Energy Framework for Rapid Regional Damage Assessment and Fragility Analysis Under Mainshock-Aftershock Sequences10.1002/eqe.4331 ↗
30. Hybrid simulation testing and energy framework for performance-based assessment of structures under earthquake-fire sequential hazards
31. Flutter behavior of functionally graded graphene origami-reinforced auxetic metamaterial composite laminated plates in supersonic flow10.1016/j.engstruct.2025.120318 ↗
32. Displacement reconstruction with frequency domain-invariant representation for enhancing track damage identification10.1016/j.engstruct.2025.119693 ↗
33. Energy Damage Detection Strategy Based on Strain Responses for Long-Span Bridge Structures10.1061/(ASCE)BE.1943-5592.0000195 ↗
34. Energy damage detection strategy based on acceleration responses for long-span bridge structures10.1016/j.engstruct.2006.06.004 ↗
35. Distributed Strain Damage Identification Technique for Long-Span Bridges Under Ambient Excitation10.1142/S021945541850133X ↗
36. Damage Detection Strategy Using Strain-Mode Residual Trends for Long-Span Bridges10.1061/(ASCE)CP.1943-5487.0000371 ↗
37. Substructure damage identification based on response reconstruction in frequency domain and model updating10.1016/j.engstruct.2012.03.035 ↗
38. Piezoelectric-Based Degradation Assessment of a Pipe Using Fourier and Wavelet Analyses10.1111/j.1467-8667.2005.00403.x ↗
39. Experiments for seismic damage detection of a RC frame using ambient and forced vibration records10.1002/stc.1678 ↗
40. Time-Frequency-Based Data-Driven Structural Diagnosis and Damage Detection for Cable-Stayed Bridges10.1061/(ASCE)BE.1943-5592.0001199 ↗
41. Failure behaviour of strain and acceleration signals using various fatigue life models in time and frequency domains10.1016/j.engfailanal.2022.106454 ↗
42. Nonlinear frequency analysis of piezoelectric functionally graded porous plates reinforced by graphene platelets under thermo-electro-mechanical loads. Mech Adv
43. Vibration control of membrane structures by piezoelectric actuators considering piezoelectric nonlinearity under strong electric fields10.1016/j.engstruct.2024.118413 ↗
44. Federal Emergency Management Agency (FEMA). Hazus Earthquake Model Technical Manual, Hazus 4.2 SP3. Washington DC. 2020.
45. Regional‐scale seismic fragility, loss, and resilience assessment using physics‐based simulated ground motions: An application to Istanbul10.1002/eqe.3843 ↗
46. Hysteretic energy-based state-dependent fragility for ground-motion sequences10.1002/eqe.3387 ↗
47. Assessment of various seismic fragility analysis approaches for structures excited by non-stationary stochastic ground motions10.1016/j.ymssp.2022.109838 ↗
48. Failure criterion for steel pipe elbows under cyclic loading10.1016/j.engfailanal.2016.05.012 ↗
49. Performance-based earthquake evaluation of a full-scale petrochemical piping system10.1016/j.jlp.2014.11.004 ↗
50. Energy-based damage assessment method for masonry walls under seismic and fire loads10.1016/j.engstruct.2024.119152 ↗
51. GB/T 700-2006, Carbon Structural Steels, General Administration of Quality Supervision and Quarantine of the People's Republic of China, China National Standardization Administration. 2006.
52. GB 50011-2010, National Standard of the People's Republic of China. Code for seismic design of buildings, China Architecture and Building Press, Beijing, China. 2010.
53. Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading10.1061/(ASCE)ST.1943-541X.0000376 ↗