Applied Sciences, 2021 Studies on the seismic response of skewed integral abutment bridges have mainly focused on response under far-field non-pulse-type ground motions, yet the large amplitude and long-period velocity pulses in near-fault ground motions might have significant
Qiuhong Zhao, Shuo Dong, Qingwei Wang
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Paleoearthquakes of the Düzce fault (North Anatolian Fault Zone): Insights for large surface faulting earthquake recurrence [PDF]
, 2008 Copyright 2008 by the American Geophysical Union.The 12 November 1999 Mw 7.1 earthquake ruptured the Düzce segment of the North Anatolian Fault Zone and produced a ∼40-km-long surface rupture.
D. Pantosti +20 more
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Applied Sciences, 2020 Near-fault events can cause severe damage to civil structures, including bridges. Many studies have demonstrated that the seismic assessment is not straightforward.
Alessandro Vittorio Bergami +4 more
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Seismic Fragility Assessment of Steel SMRF Structures under Various Types of Near and Far Fault Ground Motions [PDF]
Journal of Rehabilitation in Civil Engineering, 2019 In this paper, the seismic collapse probability of special steel moment-resisting frame (SSMRF) structures, designed to 4th edition of Iranian seismic design code, under near fault pulse-like and far fault ordinary ground motions is evaluated through ...
Morteza Razi +3 more
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A NEW LOAD PATTERN FOR PUSHOVER ANALYSIS OF BASE-ISOLATED STRUCTURES [PDF]
مجله مدل سازی در مهندسی, 2015 In this paper, a new load pattern is proposed for pushover analysis of base isolated structures. Accuracy of the proposed load pattern and other conventional load patterns is evaluated through two sample structures under two ensembles of earthquake ...
Kazem Shakeri, Mohsen Jafari
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Alexandria Engineering Journal, 2018 Different researches have shown that during destructive earthquakes, most structures enter non-reactionary range. Hysteretic Energy, which is wasted after the yield within its hysteresis rings, is very influential on generating structural damage of the ...
Gholamreza Abdollahzadeh +2 more
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Dimensional response analysis of multistorey regular steel MRF subjected to pulselike earthquake ground motions [PDF]
, 2010 An alternative and efficient procedure to estimate the maximum inelastic roof displacement and the maximum inelastic interstorey drift ratio along the height of regular multi-storey steel MRF subjected to pulse-like ground motions is proposed. The method
Karavasilis, Theodore L. +7 more
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Integrated fault estimation and accommodation design for discrete-time Takagi-Sugeno fuzzy systems with actuator faults [PDF]
, 2011 This paper addresses the problem of integrated robust fault estimation (FE) and accommodation for discrete-time Takagi–Sugeno (T–S) fuzzy systems. First, a multiconstrained reduced-order FE observer (RFEO) is proposed to achieve FE for discrete-time ...
Zhang, Ke +8 more
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Comparison between the Effects of Near- and Far-Fault Ground Motions on the Seismic Response of a Soil-Pile-Structure System [PDF]
Journal of Structural and Construction Engineering, 2016 Ground motions recorded in near-fault sites, where the rupture propagates toward the site, are significantly different from those observed in far-fault regions.
Saeed Abbasi Karafshani +2 more
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Influence of Near Fault Records on the Optimal Performance of Isolated Continuous Bridges
, 2022 This study aims at evaluating the optimal value of the friction coefficient in case of multi-span continuous deck bridges equipped with single concave friction pendulum devices. The bridge is modelled with a six-degree-of-freedom system considering the presence of the isolator on top of both the abutment and the pier.
openaire +2 more sources