Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Using seismic restrainers with gap to reduce isolator displacements in seismic-isolated bridges subjected to pulse-type ground motions
Date
2021-01-01
Author
Dicleli, Murat
Kurtman, B.
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
174
views
0
downloads
Cite This
© 2021 Taylor & Francis Group, LondonFor seismic isolated bridges (SIBs) subjected to near-fault (NF) ground motions with directivity effect, the isolator displacements tend to be considerably large. Consequently, isolators with very large dimensions may be required for SIBs located in NF zones. This may lead to very large expansion joints and very large seat widths as well. In this research, the efficiency of providing supplemental elastic-gap devices to improve the performance of seismic-isolated bridges (SIBs) in near-fault (NF) zones is investigated. The device is primarily made of elastomeric bearings placed in parallel with seismic isolators to provide additional elastic stiffness upon closure of a gap. A parametric study, involving more than 400 nonlinear time history (NLTH) analyses of realistic and simplified structural models of typical SIBs are conducted using simulated and actual NF ground motions to investigate the applicability of the proposed solution. It is found that providing elastic-gap device is beneficial in reducing the isolator displacements to manageable ranges. It is also found that the gap and the stiffness of the elastic-gap device may be chosen in relation to the magnitude of the NF ground motion to minimize the isolator displacements by avoiding resonant response. Further analyses conducted using a realistic structural model of an existing bridge and five NF earthquakes with moderate to large magnitudes confirmed that elastic-gap device may be used to reduce the displacement of the isolators while keeping the substructure base shear forces at reasonable ranges for SIBs located in NF zones.
URI
https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85117593269&origin=inward
https://hdl.handle.net/11511/99191
DOI
https://doi.org/10.1201/9780429279119-547
Conference Name
10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020
Collections
Department of Engineering Sciences, Conference / Seminar
Suggestions
OpenMETU
Core
A Semi-empirical method for estimation of maximum seismic shear strain in imperforated ground excited by vertically propagating shear waves
Dehghanian, Kaveh; Yılmaz, Mustafa Tolga; Department of Engineering Sciences (2016)
Seismic design of underground structures requires calculation of the deformation in surrounding geological formations. The seismic hazard on a site is usually expressed as a function of amplitude parameters of free-field motion. Therefore, simplified relations between depth and parameters of ground motion are necessary for preliminary designs. The objective of this study is to employ random vibration theory to develop a simple relationship between maximum shear strain (γmax), depth, and ground-motion intens...
Elastic-gap device to enhance the performance of seismic-isolated bridges in near fault zones
Dicleli, Murat (2018-09-28)
For seismic isolated bridges (SIBs) subjected to near-fault (NF) ground motions with directivity effect, the isolator displacements tend to be considerably large. Consequently, isolators with very large dimensions may be required for SIBs located in NF zones. This may lead to very large expansion joints and very large seat widths as well. In this research, the efficiency of providing supplemental elastic-gap devices to improve the performance of seismic-isolated bridges (SIBs) in near-fault (NF) zones is in...
Performance improvement of seismic-isolated bridges near active faults using elastic-gap devices
Dicleli, Murat (2017-04-27)
For seismic isolated bridges (SIBs) subjected to near-fault (NF) ground motions with directivity effect, the isolator displacements tend to be considerably large. Consequently, isolators with very large dimensions may be required for SIBs located in NF zones. This may lead to very large expansion joints and very large seat widths as well. In this research, the efficiency of providing supplemental elastic-gap devices to improve the performance of seismic-isolated bridges (SIBs) in near-fault (NF) zones is in...
THE EFFECT OF HORIZONTAL IRREGULARITIES AND BASE ISOLATION CONFIGURATION ON SEISMIC RESPONSE OF RC BUILDINGS
Yazıcıoğlu, Eylem Bilge; Caner, Alp; Dicleli, Murat; Department of Earthquake Studies (2022-2-22)
This study aims to evaluate the effect of horizontal irregularities and base isolation configuration on the seismic response of reinforced concrete base-isolated buildings. A set of structural models with varying re-entrant corner geometric properties has been utilized to make evaluations with respect to square-symmetric ordinary form. In addition to this set, alternative models with non-uniform mass distributions in the plan have also been employed to expand the building set. Elastic response spectrum-base...
Proposed minimum restoring force equations for seismic isolated structures
Görgülü, Ali Günalp; Dicleli, Murat; Department of Engineering Sciences (2019)
In this research study, a new set of restoring force equations are proposed for seismic isolated structures subjected to far fault ground motions (FFGM) and near fault ground motions (NFGM). For this purpose, 110 FFGM and 49 NFGM are selected. Then, nonlinear time history analyses (NLTHA) of SDOF seismic isolated structures are performed using the selected ground motions to obtain their residual and maximum displacements. The analyses are repeated for an extensive range of parameters including peak ground a...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. Dicleli and B. Kurtman, “Using seismic restrainers with gap to reduce isolator displacements in seismic-isolated bridges subjected to pulse-type ground motions,” presented at the 10th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2020, Sapporo, Japonya, 2021, Accessed: 00, 2022. [Online]. Available: https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85117593269&origin=inward.