Results 121 to 130 of about 1,392 (164)
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Earthquake Engineering and Resilience, 2022
AbstractPulse‐like ground motions significantly influence structural responses, indicating that more consideration should be given to the seismic design of structures in the near‐site region. However, less effort focuses on the seismic response of a cable‐stayed bridge under near‐field pulse‐like excitations, and the difference in structural responses ...
Wei Xu, Yixian Wang, Jian Zhong
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AbstractPulse‐like ground motions significantly influence structural responses, indicating that more consideration should be given to the seismic design of structures in the near‐site region. However, less effort focuses on the seismic response of a cable‐stayed bridge under near‐field pulse‐like excitations, and the difference in structural responses ...
Wei Xu, Yixian Wang, Jian Zhong
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Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2018
Ground motions in near source region of large crustal earthquakes are significantly affected by rupture directivity and tectonic fling. These effects are the strongest at longer periods, and they can have a significant impact on engineering structure. This paper focuses on the effects of long-period pulse of near-fault ground motions on the structural ...
A. C. Altunisik +3 more
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Ground motions in near source region of large crustal earthquakes are significantly affected by rupture directivity and tectonic fling. These effects are the strongest at longer periods, and they can have a significant impact on engineering structure. This paper focuses on the effects of long-period pulse of near-fault ground motions on the structural ...
A. C. Altunisik +3 more
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Journal of Earthquake Engineering, 2021
Gauss–Newton algorithm is originally applied for estimating constant-ductility energy factor spectra of near- and far-fault ground motions.
Taner Ucar, Onur Merter
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Gauss–Newton algorithm is originally applied for estimating constant-ductility energy factor spectra of near- and far-fault ground motions.
Taner Ucar, Onur Merter
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Asian Journal of Civil Engineering, 2018
Existence of pulse at the beginning of the near-fault ground motions with forward directivity produces substantial amount of energy in a short period of time, which may cause brittle behavior in structures affected by a sudden shock. Despite increasing mass constructions of tunnel form buildings (TFBs) all over the world, which may be located in near ...
Seyed Bahram Behesthi Aval +2 more
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Existence of pulse at the beginning of the near-fault ground motions with forward directivity produces substantial amount of energy in a short period of time, which may cause brittle behavior in structures affected by a sudden shock. Despite increasing mass constructions of tunnel form buildings (TFBs) all over the world, which may be located in near ...
Seyed Bahram Behesthi Aval +2 more
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Failure analysis of one-story precast structures for near-fault and far-fault strong ground motions
Bulletin of Earthquake Engineering, 2009Failure of one-story precast structures consisting of cantilever columns connected by simply supported beams was widely reported throughout the epicentral regions of the last devastating earthquakes in Turkey. As a single degree of freedom system, precast columns are designed by using the elastic spectrum given in the seismic code and by considering a ...
E. Yüksel, M. Sürmeli
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Nonlinear Dynamics, 2009
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
TÜRKER, TEMEL +5 more
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zbMATH Open Web Interface contents unavailable due to conflicting licenses.
TÜRKER, TEMEL +5 more
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Arabian Journal of Geosciences, 2014
The motion of a point is specified completely through six components, three translational and three rotational. Three rotational components of ground motion are classified to two rocking components and one torsional component. The transitional components of ground motion are easily measurable by standard techniques, whereas the rotational components ...
Lila Kalani Sarokolayi +4 more
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The motion of a point is specified completely through six components, three translational and three rotational. Three rotational components of ground motion are classified to two rocking components and one torsional component. The transitional components of ground motion are easily measurable by standard techniques, whereas the rotational components ...
Lila Kalani Sarokolayi +4 more
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Natural Hazards, 2009
In this article, the effect of reservoir length on seismic performance of gravity dams to near- and far-fault ground motions is investigated. For this purpose, four finite element models of dam–reservoir–foundation interaction system are prepared by using the Lagrangian approach.
Alemdar Bayraktar +3 more
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In this article, the effect of reservoir length on seismic performance of gravity dams to near- and far-fault ground motions is investigated. For this purpose, four finite element models of dam–reservoir–foundation interaction system are prepared by using the Lagrangian approach.
Alemdar Bayraktar +3 more
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Natural Hazards, 2012
This paper presents a comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges. Bogazici (The First Bosporus) and Fatih Sultan Mehmet (Second Bosporus) suspension bridges built in Istanbul, Turkey, are selected as numerical examples. Both bridges have almost the same span.
Süleyman Adanur +3 more
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This paper presents a comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges. Bogazici (The First Bosporus) and Fatih Sultan Mehmet (Second Bosporus) suspension bridges built in Istanbul, Turkey, are selected as numerical examples. Both bridges have almost the same span.
Süleyman Adanur +3 more
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Effetcs of Near-Fault and Far-Fault Ground Motions on Cable-Stayed Bridges
2018In this paper, the response of a longspan cable-stayed bridge is investigated under the effect of near-fault andfar-fault ground motions. Because cable-stayed bridges has been started to beused for center spans reaching to 1000 m it has become important to investigatethe cable-stayed bridges under the effect of near-fault ground motions.Therefore, in ...
Karaca, Hayrettin, Soyluk, Kurtuluş
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