Inerter-added transmissibility to control base displacement in isolated structures

•An original expression for inerter-isolation relative transmissibility is derived and presented.•This transmissibility is applied to the solution of the large base displacement problem.•The Method can be the basis of a design procedure for isolation systems that include an inerter.•Moreover, anothe...

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Published inEngineering structures Vol. 251; p. 113564
Main Author Morales, Cesar A.
Format Journal Article
LanguageEnglish
Published Kidlington Elsevier Ltd 15.01.2022
Elsevier BV
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Online AccessGet full text
ISSN0141-0296
1873-7323
DOI10.1016/j.engstruct.2021.113564

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Abstract •An original expression for inerter-isolation relative transmissibility is derived and presented.•This transmissibility is applied to the solution of the large base displacement problem.•The Method can be the basis of a design procedure for isolation systems that include an inerter.•Moreover, another novelty is the application of new seismic ground displacement narrowbandness.•These passive-control results are quite favorable even when comparisons are made with active-control solutions. A solution to the large base displacement problem in isolated structures under seismic loads is proposed; it is based on a displacement transmissibility formulation that includes the inerter device. The solution is also based on a novel spectral characterization of ground displacement; it should be clear that if the problem is displacement, the focus must be on displacements, both, as the excitation: ground displacement (rather than acceleration which is the norm) and as isolator displacement, through a transmissibility that relates both input and output displacements, all of which is a new approach. The proposal can serve as a passive-control design procedure, either under near-field or far-field conditions, when an inerter at the base level is chosen to solve the large isolator displacement problem. An isolated structural model commonly used in the subject literature is employed to show that the base displacement level can be reduced to under the ground displacement level, which implies a positive comparison with previous passive and active control solutions, including inerter solutions; in fact, the design aim is a competitive 0.95 ratio for both displacements.
AbstractList A solution to the large base displacement problem in isolated structures under seismic loads is proposed; it is based on a displacement transmissibility formulation that includes the inerter device. The solution is also based on a novel spectral characterization of ground displacement; it should be clear that if the problem is displacement, the focus must be on displacements, both, as the excitation: ground displacement (rather than acceleration which is the norm) and as isolator displacement, through a transmissibility that relates both input and output displacements, all of which is a new approach. The proposal can serve as a passive-control design procedure, either under near-field or far-field conditions, when an inerter at the base level is chosen to solve the large isolator displacement problem. An isolated structural model commonly used in the subject literature is employed to show that the base displacement level can be reduced to under the ground displacement level, which implies a positive comparison with previous passive and active control solutions, including inerter solutions; in fact, the design aim is a competitive 0.95 ratio for both displacements.
•An original expression for inerter-isolation relative transmissibility is derived and presented.•This transmissibility is applied to the solution of the large base displacement problem.•The Method can be the basis of a design procedure for isolation systems that include an inerter.•Moreover, another novelty is the application of new seismic ground displacement narrowbandness.•These passive-control results are quite favorable even when comparisons are made with active-control solutions. A solution to the large base displacement problem in isolated structures under seismic loads is proposed; it is based on a displacement transmissibility formulation that includes the inerter device. The solution is also based on a novel spectral characterization of ground displacement; it should be clear that if the problem is displacement, the focus must be on displacements, both, as the excitation: ground displacement (rather than acceleration which is the norm) and as isolator displacement, through a transmissibility that relates both input and output displacements, all of which is a new approach. The proposal can serve as a passive-control design procedure, either under near-field or far-field conditions, when an inerter at the base level is chosen to solve the large isolator displacement problem. An isolated structural model commonly used in the subject literature is employed to show that the base displacement level can be reduced to under the ground displacement level, which implies a positive comparison with previous passive and active control solutions, including inerter solutions; in fact, the design aim is a competitive 0.95 ratio for both displacements.
ArticleNumber 113564
Author Morales, Cesar A.
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Keywords Base isolation
Isolator displacement
Passive control
Base displacement
Inerter
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Snippet •An original expression for inerter-isolation relative transmissibility is derived and presented.•This transmissibility is applied to the solution of the large...
A solution to the large base displacement problem in isolated structures under seismic loads is proposed; it is based on a displacement transmissibility...
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elsevier
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StartPage 113564
SubjectTerms Active control
Base displacement
Base isolation
Displacement
Earthquake loads
Far fields
Ground motion
Inerter
Isolator displacement
Isolators
Passive control
Structural models
Title Inerter-added transmissibility to control base displacement in isolated structures
URI https://dx.doi.org/10.1016/j.engstruct.2021.113564
https://www.proquest.com/docview/2617691630
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