Effect of oblique incidence angle and frequency content of P and SV waves on the dynamic behavior of liquid tanks

Bi, Z; Zhang, L; He, X; Zhai, Y

Effect of oblique incidence angle and frequency content of P and SV waves on the dynamic behavior of liquid tanks

Bi, Z Zhang, L He, X

Zhai, Y

Permalink

Publisher:: ELSEVIER SCI LTD
Publication Type:: Journal Article
Citation:: Soil Dynamics and Earthquake Engineering, 2023, 171
Issue Date:: 2023-08-01

Closed Access

	Filename	Description	Size
	1-s2.0-S0267726123001744-main.pdf	Published version	18.54 MB	Adobe PDF	View/Open

Copyright Clearance Process

Recently Added
In Progress
Closed Access

This item is closed access and not available.

Full metadata record

Field	Value	Language
dc.contributor.author	Bi, Z
dc.contributor.author	Zhang, L
dc.contributor.author	He, X https://orcid.org/0000-0001-5336-3663
dc.contributor.author	Zhai, Y
dc.date.accessioned	2024-04-20T07:22:18Z
dc.date.available	2024-04-20T07:22:18Z
dc.date.issued	2023-08-01
dc.identifier.citation	Soil Dynamics and Earthquake Engineering, 2023, 171
dc.identifier.issn	0267-7261
dc.identifier.issn	1879-341X
dc.identifier.uri	http://hdl.handle.net/10453/178116
dc.description.abstract	The dynamic behavior of liquid tanks is very different from those of other structures. Great effort has been put into the study of water tanks under vertical incident ground motion, but studies are still lacking regarding how different incidence angles influence the dynamic characteristics. This paper developed a model for the tank-soil-fluid system to study the variation and distribution of impulsive, convective, and total hydrodynamic pressures on the tank wall duel to water when subjective to earthquakes from different angles of incidence. The role of earthquake type (P or SV waves) and frequency contents are also considered. The tank-fluid interaction is modelled by the coupled acoustic-structural approaches. With the viscous-spring artificial boundary, the ground motions of oblique incidence can be transformed into the forces acting on the nodes of the truncated boundary of the finite-element model. It is concluded that the response of the tank-soil-fluid system is highly sensitive to incidence angles, earthquake type (P or SV waves), and earthquake record frequency contents. Therefore, in the design of tanks, not only the characteristics of the tank should be considered, but also the seismic characteristics should be considered.
dc.language	English
dc.publisher	ELSEVIER SCI LTD
dc.relation.ispartof	Soil Dynamics and Earthquake Engineering
dc.relation.isbasedon	10.1016/j.soildyn.2023.107929
dc.rights	info:eu-repo/semantics/closedAccess
dc.subject	0404 Geophysics, 0905 Civil Engineering
dc.subject.classification	Strategic, Defence & Security Studies
dc.subject.classification	4005 Civil engineering
dc.title	Effect of oblique incidence angle and frequency content of P and SV waves on the dynamic behavior of liquid tanks
dc.type	Journal Article
utslib.citation.volume	171
utslib.for	0404 Geophysics
utslib.for	0905 Civil Engineering
pubs.organisational-group	University of Technology Sydney
pubs.organisational-group	University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	University of Technology Sydney/Strength - CAMGIS - Centre for Advanced Modelling and Geospatial lnformation Systems
utslib.copyright.status	closed_access	*
dc.date.updated	2024-04-20T07:22:08Z
pubs.publication-status	Published
pubs.volume	171

Abstract:

The dynamic behavior of liquid tanks is very different from those of other structures. Great effort has been put into the study of water tanks under vertical incident ground motion, but studies are still lacking regarding how different incidence angles influence the dynamic characteristics. This paper developed a model for the tank-soil-fluid system to study the variation and distribution of impulsive, convective, and total hydrodynamic pressures on the tank wall duel to water when subjective to earthquakes from different angles of incidence. The role of earthquake type (P or SV waves) and frequency contents are also considered. The tank-fluid interaction is modelled by the coupled acoustic-structural approaches. With the viscous-spring artificial boundary, the ground motions of oblique incidence can be transformed into the forces acting on the nodes of the truncated boundary of the finite-element model. It is concluded that the response of the tank-soil-fluid system is highly sensitive to incidence angles, earthquake type (P or SV waves), and earthquake record frequency contents. Therefore, in the design of tanks, not only the characteristics of the tank should be considered, but also the seismic characteristics should be considered.

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/178116