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Comparison of near and far-fault ground motion effects on low and mid-rise masonry buildings
Journal of Building Engineering, 2020Abstract This paper presents a comparison of near and far-fault ground motion effects on the seismic response of masonry structures, using nonlinear methods. To compare the influence on low to moderate rise buildings, a detailed field investigation and archive study were executed in Albania.
Huseyin Bilgin, Marjo Hysenlliu
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Soil Dynamics and Earthquake Engineering, 2020
Abstract In this study, the damage distribution of buildings was evaluated considering the characteristics of far-fault long-period ground motions. The results demonstrated that the damage distribution trend of the analytical model concentrated on the lower floors with an increase in the seismic wave predominant period and concentrated on the top ...
Sang-Hoon Oh, Ju-Chan Kim
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Abstract In this study, the damage distribution of buildings was evaluated considering the characteristics of far-fault long-period ground motions. The results demonstrated that the damage distribution trend of the analytical model concentrated on the lower floors with an increase in the seismic wave predominant period and concentrated on the top ...
Sang-Hoon Oh, Ju-Chan Kim
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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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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 Beheshti Aval +1 more
exaly +2 more sources
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 Beheshti Aval +1 more
exaly +2 more sources
Earthquake Engineering and Engineering Vibration, 2018
This study is aimed at developing statistical equations to estimate the inelastic displacement ratio of singledegree- of-freedom systems subjected to far fault repeated earthquakes. In the study, peak ground motion parameters are used to define the scatter of the original data.
Durucan, Cengizhan, GÜMÜŞ, MUHAMMED
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This study is aimed at developing statistical equations to estimate the inelastic displacement ratio of singledegree- of-freedom systems subjected to far fault repeated earthquakes. In the study, peak ground motion parameters are used to define the scatter of the original data.
Durucan, Cengizhan, GÜMÜŞ, MUHAMMED
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Inelastic Input Energy Spectra of Far-Fault Ground Motions: Influence of Hysteresis Model
2021The main purpose of the present study is to compute the input energy spectra of selected far-fault ground motions (GMs) for linear elastic systems, and inelastic systems having a constant ductility ratio. Elastic-perfectly plastic (EPP) and Modified Takeda hysteresis models have been adopted in nonlinear modeling of single-degree-of-freedom (SDOF ...
MERTER, Onur, UCAR, Taner
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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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Seismic fragility of lateral force resisting systems under near and far-fault ground motions
International Journal of Structural Engineering, 2016In this paper, the effect of near- and far-fault ground motions on the seismic performance of buckling restrained braced frames (BRBFs) and special moment resisting frames (SMRFs) are evaluated. Incremental dynamic analyses are employed to quantify the response parameters of the sample structures (two sets of three frames), and fragility curves are ...
V. Soltangharaei, M. Razi, R. Vahdani
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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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