Relevant bibliographies by topics / Aseismic moment

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  1. Journal articles
  2. Dissertations / Theses
  3. Conference papers

Academic literature on the topic 'Aseismic moment'

Author: Grafiati
Published: 25 May 2024
Last updated: 31 July 2025

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Journal articles on the topic "Aseismic moment"

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Xin, Chun Lei, and Bo Gao. "Composite Lining Aseismic Design for Fault-Crossing Tunnel Structures." Advanced Materials Research 971-973 (June 2014): 30–34. http://dx.doi.org/10.4028/www.scientific.net/amr.971-973.30.

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Although underground structures have stronger aseismic performance than ground structures, seismic disasters of mountain tunnels were fairly conspicuous in Wenchuan Great Earthquake. On the basis of seismic disaster analysis, a composite lining designfor tunnel structures across active fault was put forward. Three-dimensional numerical simulation method was used to analyze aseismic and damping effect of this structure. The results show that: (1)After setting aseismic and damping structure, the maximum internal forces value in lining the pattern of internal forces will not change. (2)Aseismic a
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Passarelli, Luigi, Paul Antony Selvadurai, Eleonora Rivalta, and Sigurjón Jónsson. "The source scaling and seismic productivity of slow slip transients." Science Advances 7, no. 32 (2021): eabg9718. http://dx.doi.org/10.1126/sciadv.abg9718.

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Slow slip events (SSEs) represent a slow faulting process leading to aseismic strain release often accompanied by seismic tremor or earthquake swarms. The larger SSEs last longer and are often associated with intense and energetic tremor activity, suggesting that aseismic slip controls tremor genesis. A similar pattern has been observed for SSEs that trigger earthquake swarms, although no comparative studies exist on the source parameters of SSEs and tremor or earthquake swarms. We analyze the source scaling of SSEs and associated tremor- or swarm-like seismicity through our newly compiled dat
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McGarr, A., and Andrew J. Barbour. "Injection‐Induced Moment Release Can Also Be Aseismic." Geophysical Research Letters 45, no. 11 (2018): 5344–51. http://dx.doi.org/10.1029/2018gl078422.

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Qi, Kang. "Aseismic Performance Analysis of High-Strength Concrete Circular Pier." Applied Mechanics and Materials 431 (October 2013): 161–66. http://dx.doi.org/10.4028/www.scientific.net/amm.431.161.

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Circular pier are widely used in bridge substructure. Strength and ductility are two important indicators reflect its aseismic performance. Based on the analysis of complete bending moment-curvature curve curvature, bending strength and ductility on reinforced concrete circular pier cross-section, this paper analyzes the aseismic performance of high-strength concrete circular pier. And it can provide reference for using high strength concrete more reasonable.
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Huang, Xing, Yanchuan Li, Xinjian Shan, et al. "InSAR Observations Reveal Variations in Shallow Creep on the Kangding Segment of the Xianshuihe Fault." Seismological Research Letters 94, no. 5 (2023): 2291–300. http://dx.doi.org/10.1785/0220230053.

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Abstract Investigating the spatiotemporal characteristics of aseismic shallow creep provides insights into interseismic steady-state and/or postseismic transient behavior of faults. In this study, we focus on the Kangding segment of the Xianshuihe fault in eastern Tibet, where the 2014 Mw 5.9 Kangding earthquake occurred. Previous geodetic observations in 1999–2021 identified apparent shallow creep along this segment; however, whether the aseismic slip is secular creep, afterslip of the 2014 Kangding earthquake, or the combined effect remains unresolved. We process descending and ascending Int
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Yang, Qingshan, Bo Li, and Na Yang. "Aseismic behaviors of steel moment resisting frames with opening in beam web." Journal of Constructional Steel Research 65, no. 6 (2009): 1323–36. http://dx.doi.org/10.1016/j.jcsr.2009.01.007.

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Bürgmann, R., M. G. Kogan, V. E. Levin, C. H. Scholz, R. W. King, and G. M. Steblov. "Rapid aseismic moment release following the 5 December, 1997 Kronotsky, Kamchatka, Earthquake." Geophysical Research Letters 28, no. 7 (2001): 1331–34. http://dx.doi.org/10.1029/2000gl012350.

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Sawires, Rashad, José A. Peláez, Federica Sparacino, Ali M. Radwan, Mohamed Rashwan, and Mimmo Palano. "Seismic and Geodetic Crustal Moment-Rates Comparison: New Insights on the Seismic Hazard of Egypt." Applied Sciences 11, no. 17 (2021): 7836. http://dx.doi.org/10.3390/app11177836.

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A comparative analysis of geodetic versus seismic moment-rate estimations makes it possible to distinguish between seismic and aseismic deformation, define the style of deformation, and also to reveal potential seismic gaps. This analysis has been performed for Egypt where the present-day tectonics and seismicity result from the long-lasting interaction between the Nubian, Eurasian, and Arabian plates. The data used comprises all available geological and tectonic information, an updated Poissonian earthquake catalog (2200 B.C.–2020 A.D.) including historical and instrumental datasets, a focal-
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Gan, Shurong, Wen Pan, Hexian Su, Yucheng Jin, Chuanwei Zhu, and Shibin Yu. "Experimental Study and Numerical Simulation Analysis on Reinforcement of Mortise-Tenon Joints with Flat Steel Strips." Advances in Civil Engineering 2023 (March 2, 2023): 1–24. http://dx.doi.org/10.1155/2023/5398662.

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To study the aseismic performance after the reinforcement of the mortise-tenon joints of folk houses with traditional Chuan-Dou style wood structure and their steel plate, test specimens of joints—two for Tou mortise-tenon joints, two for Ban mortise-tenon joints, and two for dovetail mortise-tenon joints—were fabricated out of hemlock, and steel plates were utilized to reinforce one of the joint specimens of each type on the middle part of the mortise-tenon joint. By carrying out pseudo-static tests on the joints and building ABAQUS numerical model; the position where the mortise-tenon joints
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Plattner, Christina, Alessandro Parizzi, Sara Carena, et al. "Long-lived afterslip of the 2013 Mw 6.1 Minab earthquake detected by Persistent Scatterer Interferometry along the Irer fault (western Makran-Zagros transition zone, Iran)." Geophysical Journal International 229, no. 1 (2021): 171–85. http://dx.doi.org/10.1093/gji/ggab456.

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SUMMARY The ratio of seismogenic to aseismic deformation along active faults is needed to estimate their seismogenic potential and hazards. Seismologic and geodetic methods routinely capture coseismic displacements, but data acquisition requirements to fully document post-seismic deformation are not well known. Our study documents afterslip between about 18 months and 4 years after a mid-size earthquake and, based on remote structural mapping, we document fault rupture segments not previously associated with that earthquake. Persistent scatterer interferometric analysis of Sentinel-1A aperture
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Dissertations / Theses on the topic "Aseismic moment"

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Jiang, Jinlin. "Mechanical control on fluid-induced aseismic slip : insights from injection experiment modeling." Electronic Thesis or Diss., Université Paris sciences et lettres, 2023. http://www.theses.fr/2023UPSLM056.

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Les injections de fluides liées à l’exploitation de réservoirs géothermiques entraînent bien souvent la réactivation de failles, sous la forme d’un glissement lent ou asismique, déclenchant à son tour des séismes dits induits. Cette thèse est consacrée à une étude numérique du glissement asismique déclenché par injection de fluide. Un modèle FEM y est développé afin de simuler des expériences d’injection effectuées en presse triaxiale. Les simulations présentées dans ce travail permettent de quantifier l’effet du scenario d’injection, de la diffusivité de la faille, des propriétés de frottemen
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Cheng, Tzu-Li, and 鄭子立. "A Study on the Pseudo-Elastic Method for Aseismic Capacity Assessment of High-rise Steel Frame Considering the MemberAxial Force Energy and Moment Energy." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/91710826943208032832.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>88<br>This paper presents the Pseudo-Elastic Method for aseismatic capacity assessment of high-rise steel frame considering the member moment energy and axial force energy. The Pseudo-Elastic Method for steel frame has been introduced and developed firstly, then a workable revised Pseudo-Elastic Method considering the member moment energy and axial force energy has been followed. Finally, the illustrations on the steel frame are presented and both original and revised methods are assisted to analysis. The conclusions are d
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Conference papers on the topic "Aseismic moment"

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Butt, Awais, Ahmadreza Hedayat, and Omid Moradian. "Energy Budgeting of Laboratory Hydraulic Fracturing in Granite with Different Viscosity Injection Fluids." In 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0751.

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ABSTRACT In this study, Barre granite cubes were hydraulically fractured in laboratory, using different viscosity injection fluids. Hydraulic Fracturing (HF) experiments were monitored with real-time acoustic emission (AE) setup which consisted of 16 calibrated Nano-30 sensors. The spectral parameters (corner frequency and low-frequency spectral plateau) were determined for each AE event by fitting the Brune Omega-squared model to the detected AE signals. Seismic parameters such as seismic moment, source radius stress drop, and seismic energy were determined after incorporating the focal mecha
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Pouya, Amade, Rafael Deptulski, Kyeung Hye Ahn, Estelle Rebel, and Michel Boisson. "Geomechanical Approach of Induced Seismicity using Cohesive Zone Elements." In International Geomechanics Symposium. ARMA, 2022. http://dx.doi.org/10.56952/igs-2022-104.

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Abstract This study aims to demonstrate the capability to account for seismic and aseismic responses due to fault reactivation using a cohesive zone model in a Finite Element framework. We adopt an elastic-damage-plastic formulation to predict the fault reactivation while considering unilateral effects observed in geomaterials. In a conceptual 2D problem representing two layers of rock separated by an existing fault, we apply displacement-driven and stress-driven shear loading to provide a first characterization of the instabilities and energy dissipation. Qualitative and quantitative analyses
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