Relevant bibliographies by topics / Dissipated hysteretic energy

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Dissipated hysteretic energy'

Author: Grafiati
Published: 4 June 2021
Last updated: 2 February 2022

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Journal articles on the topic "Dissipated hysteretic energy"

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Labise, Chloe C., Geoffrey W. Rodgers, Gregory A. MacRae, and J. Geoffrey Chase. "Viscous and hysteretic damping." Bulletin of the New Zealand Society for Earthquake Engineering 45, no. 1 (2012): 23–30. http://dx.doi.org/10.5459/bnzsee.45.1.23-30.

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Capacity design, while protecting a structure against undesirable energy dissipations, has major implications on member sizes and overall cost. Furthermore, in some situations where protected elements possess some inelastic deformation capacity, it may be unwarranted. One of these situations is when the forces applied to the protected elements result from viscous dampers. This is because when viscous forces cause yielding in an element, the element deforms, so no deformation in the viscous damper is required. If no deformation is required, the velocity is zero, so there is no force. This impli
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Ou, Jin-Ping, Bo Wu, and T. T. Soong. "Performance Comparison of Passive Energy Dissipation Systems in Structural Applications – II: Nonlinear Reference System." Advances in Structural Engineering 1, no. 4 (1998): 261–72. http://dx.doi.org/10.1177/136943329800100403.

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In this paper, performance comparisons of representative passive energy dissipation devices when applied during the yielding phase of a structure are made. First, a single-degree-of-freedom nonlinear system is taken as the reference system and performance criteria are discussed according to its random response characteristics. Then, based on nonlinear random response analysis and equivalent stiffness and damping analogy, an equivalent linear model for the reference system without the energy dissipators and an equivalent unified model for the system with the dissipators are presented, by which
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Pires, José A., and Ming Tang. "Statistics of Hysteretic Energy Dissipated Under Random Dynamic Loading." Journal of Engineering Mechanics 116, no. 8 (1990): 1706–22. http://dx.doi.org/10.1061/(asce)0733-9399(1990)116:8(1706).

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Bratu, Polidor. "Hysteretic Loops in Correlation with the Maximum Dissipated Energy, for Linear Dynamic Systems." Symmetry 11, no. 3 (2019): 315. http://dx.doi.org/10.3390/sym11030315.

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This paper presents the outcomes of the theoretical and experimental research carried out on a real model at natural scale using Voigt–Kelvin linear viscoelastic type m, c, and k models excited by a harmonic force F(t) = F0 sinωt, where F0 is the amplitude of the harmonic force and ω is the excitation angular frequency. The linear viscous-elastic rheological system (m, c, k) is characterized by the fact that the c linear viscous damping—and, consequently, the fraction of the critical damping ζ—may be changed so that the dissipated energy can reach maximum W d max values. The optimization condi
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Pires, J. A. "Statistics of cumulative damage parameters based on hysteretic energy dissipated." Nuclear Engineering and Design 147, no. 2 (1994): 141–55. http://dx.doi.org/10.1016/0029-5493(94)90202-x.

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Li, Kun, Qing Xuan Shi, and Zhi Feng Guo. "Analysis on Seismic Energy Response of Reinforced Concrete Frame-Core Wall." Advanced Materials Research 671-674 (March 2013): 1329–34. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.1329.

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Elastio-plastic dynamic analyses of 5 reinforced concrete frame-core wall structures with different structural characteristics were carried out under several sets of ground motions. The earthquake total input energy of the structure under ground motion, and the regularity of the total input energy between hysteretic energy and damping energy were discussed; the distribution of hysteretic energy among shear wall, coupling beams and frames were studied, as well as the distribution of hysteretic energy along different stories. The results show that the hysteretic energy is increased with the peak
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Jangid, R. S., and T. K. Datta. "Dissipation of Hysteretic Energy in Base Isolated Structure." Shock and Vibration 3, no. 5 (1996): 353–59. http://dx.doi.org/10.1155/1996/215819.

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Dissipation of hysteretic energy in the isolator of the base isolated structure under seismic excitation is investigated. The hysteretic force-deformation characteristics of the base isolator is specified by a nonlinear differential equation. The parameters of the equation can be adjusted to obtain various types of hysteretic models of the isolator including the elastoplastic type. The variation of hysteretic energy dissipated in the isolators is obtained for both harmonic and El-Centro 1940 earthquake ground motion for a set of important parameters. They include time period of superstructure,
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Charalampakis, A. E., and V. K. Koumousis. "On the response and dissipated energy of Bouc–Wen hysteretic model." Journal of Sound and Vibration 309, no. 3-5 (2008): 887–95. http://dx.doi.org/10.1016/j.jsv.2007.07.080.

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Charalampakis, Aristotelis E. "The response and dissipated energy of Bouc–Wen hysteretic model revisited." Archive of Applied Mechanics 85, no. 9-10 (2014): 1209–23. http://dx.doi.org/10.1007/s00419-014-0937-8.

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González-Sanz, Galé-Lamuela, Escolano-Margarit, and Benavent-Climent. "Hysteretic Behavior and Ultimate Energy Dissipation Capacity of Large Diameter Bars Made of Shape Memory Alloys under Seismic Loadings." Metals 9, no. 10 (2019): 1099. http://dx.doi.org/10.3390/met9101099.

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Shape memory alloys in the form of bars are increasingly used to control structures under seismic loadings. This study investigates the hysteretic behavior and the ultimate energy dissipation capacity of large-diameter NiTi bars subjected to low- and high-cycle fatigue. Several specimens are subjected to quasi-static and to dynamic cyclic loading at different frequencies. The influence of the rate of loading on the shape of the hysteresis loops is analysed in terms of the amount of dissipated energy, equivalent viscous damping, variations of the loading/unloading stresses, and residual deforma
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Dissertations / Theses on the topic "Dissipated hysteretic energy"

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Inoue, Susumu. "DUCTILITY AND ENERGY DISSIPATION OF CONCRETE BEAM MEMBERS AND THEIR DAMAGE EVALUATION BASED ON HYSTERETIC DISSIPATED ENERGY." Kyoto University, 1994. http://hdl.handle.net/2433/168887.

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本文データは平成22年度国立国会図書館の学位論文(博士)のデジタル化実施により作成された画像ファイルを基にpdf変換したものである<br>Kyoto University (京都大学)<br>0048<br>新制・論文博士<br>博士(工学)<br>乙第8431号<br>論工博第2804号<br>新制||工||942(附属図書館)<br>UT51-94-C67<br>(主査)教授 藤井 學, 教授 森田 司郎, 教授 土岐 憲三<br>学位規則第4条第2項該当
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Acar, Fikri. "Low Cycle Fatigue Effects In The Damage Caused By The Marmara Earthquake Of August 17, 1999." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/2/12605534/index.pdf.

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This study mainly addresses the problem of estimating the prior earthquake damage on the response of reinforced concrete structures to future earthquakes. The motivation has arisen from the heavy damages or collapses that occurred in many reinforced concrete structures following two major earthquakes that recently occurred in the Marmara Region, Turkey. The analysis tool employed for this purpose is the package named IDARC2D. Deterioration parameters of IDARC&#039<br>s hysteretic model have been calibrated using a search method. In the calibration process experimental data of a total of twent
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Piedrafita, Francos Daniel. "Designing, testing and modelling two innovative non-conventional buckling restrained braces for seismic resistant buildings." Doctoral thesis, Universitat de Girona, 2014. http://hdl.handle.net/10803/284738.

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In this thesis two all-steel BRB have been designed, manufactured and tested, and both satisfy the testing protocols required by EU and US codes. They are composed of a steel slotted restraining unit which stabilizes the steel core. The first one, the Modular Buckling Restrained Brace (MBRB), is composed by several seriated modules which contain several dissipation units connected in parallel, which yield under shear forces. Although it has good hysteretic response and a high ductility, its core is heavy and expensive to manufacture. The second one,the Slotted Buckling Restraining Brace (SBRB)
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Chen, Yu-Ming, and 陳郁民. "Seismic Behavior of Rotational Hysteretic Energy-Dissipated Systems Incorporating Displacement-Magnification Mechanisms." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/49941983815376602261.

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碩士<br>國立交通大學<br>土木工程系所<br>105<br>Energy dissipation systems are being increasingly employed in Taiwan to provide enhanced seismic protection for new and retrofit building and bridge construction. The hardware utilized includes yielding steel devices, friction devices, visco-elastic solid devices, and mostly, so far, fluid viscous devices. This hardware has been used in either diagonal or chevron brace configurations. This study presents some new configurations that utilize displacement-magnification mechanisms to substantially magnify the effect of a novel rotational hysteretic energy-dissipat
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Book chapters on the topic "Dissipated hysteretic energy"

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Longbiao, Li. "Fatigue life prediction of ceramic-matrix composites based on hysteresis dissipated energy." In Durability of Ceramic-Matrix Composites. Elsevier, 2020. http://dx.doi.org/10.1016/b978-0-08-103021-9.00006-x.

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Conference papers on the topic "Dissipated hysteretic energy"

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T K, Arya Bharath, and Nisha A.S. "Comparison of Hysteresis Models for Nonlinear Dynamic Analysis of Structural Systems." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.35.

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Hysteresis is a non-linear phenomenon exhibited by the mechanical systems. Beyond elastic limit the loading and unloading path of most of the system will differ and that nonlinear path is indicated by hysteresis. The reason for shape of hysteretic cure may due to either changes in material properties beyond the elastic range or due to the changes in structural geometry because of subjected load. This response is a function of both immediate deformation and the previous residual deformation acted on it since it represents the dissipated energy of structure. The hysteretic characteristics or deg
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Holycross, Casey M., John N. Wertz, Todd Letcher, M. H. Herman Shen, Onome E. Scott-Emuakpor, and Tommy J. George. "Damage Parameter Assessment for Energy Based Fatigue Life Prediction Methods." In ASME Turbo Expo 2012: Turbine Technical Conference and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/gt2012-68919.

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An energy-based method used to predict fatigue life and critical life of various materials has been previously developed, correlating strain energy dissipated during monotonic fracture to total cyclic strain energy dissipation in fatigue fracture. This method is based on the assumption that the monotonic strain energy and total hysteretic strain energy to fracture is equivalent. The fracture processes of monotonic and cyclic failure modes can be of stark contrast, with ductile and brittle fracture dominating each respectively. This study proposes that a more appropriate damage parameter for pr
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Wang, Jiantao, and Qing Sun. "Hysteretic performance research on high strength circular concrete-filled thin-walled steel tubular columns." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7287.

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Under violent earthquake motions, the severe damage in critical regions of structures could be ascribed to cumulative damage caused by cyclic loading. Using the high strength (HS) materials in concrete-filled steel tubular (CFST) columns is the effective way and popular tendency to promote the seismic behavior in anti-seismic design. In this paper, an experimental study on the hysteretic performance of high strength circular concrete-filled thin-walled steel tubular columns (HCFTST) columns was carried out. A total of six specimens were tested under constant axial compression combining cyclic
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Dipaola, Vincenzo, Giuseppe Carlo Marano, and Rita Greco. "Stochastic Analysis of Sensitivity and Efficiency of Base Isolation System in Seismic Structural Protection." In ASME 2002 Pressure Vessels and Piping Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/pvp2002-1448.

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In this research the seismic response of structures isolated at the base by means of High Damping Laminated Rubber Bearings (HDRB) is evaluated. The analysis is performed by using a stochastic approach and a Gaussian zero mean non stationary stochastic process is used in order to model the seismic acceleration acting at the base of the structure. In order to take into account of the non-linear constitutive behavior both of the base isolation device and of the structure, the hysteretic differential Bouc-Wen model (BWM) is adopted. Moreover, the stochastic linearization method in the time domain
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Nayfeh, Samir A., and Alexander H. Slocum. "Flexural Vibration of a Viscoelastic Sandwich Beam in its Plane of Lamination." In ASME 1997 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/detc97/vib-4071.

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Abstract When a laminated sandwich beam consisting of alternating elastic and viscoelastic layers bends in the plane normal to its plane of lamination, the relatively compliant viscoelastic layers are sheared between the adjoining elastic layers and energy is dissipated. This mechanism, known as constrained-layer or shear damping, is a proven method for damping flexural vibration, but only in the plane normal to the plane of lamination. For vibration parallel to the plane of lamination, the elastic layers need not deflect together, and the viscoelastic layers are sheared when adjoining elastic
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Li, Mingzhe, and Weiyi Lu. "Experimental Investigation on Liquid Infiltration Speed in Liquid Nanofoam." In ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-66252.

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Liquid nanofoam (LN) as a novel material for energy absorption applications exhibits superior properties, including high energy absorption efficiency, ultra-fast energy dissipation, light weight and small size, over existing options. It is a liquid suspension of nanoporous particles, whose nanopore surface is non-wettable to the liquid molecules. Past studies on LN have focused on quasi-static responses, and the actual system performance under dynamic loadings has remained unclear. In this study, the mechanical behavior of two types of LN samples at various strain rates and the liquid flow spe
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Geuzaine, Christophe, Laurent Stainier, and Francois Henrotte. "Energy-Consistent Finite Element Modelling of Ferromagnetic Hysteresis." In ASME 2012 11th Biennial Conference on Engineering Systems Design and Analysis. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/esda2012-82050.

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In this article we propose a macroscopic model for ferromagnetic hysteresis that is well-suited for finite element implementation. The model is readily vectorial and relies on a consistent thermodynamic formulation. In particular, the stored magnetic energy and the dissipated energy are known at all times, and not solely after the completion of closed hysteresis loops as is usually the case. The obtained incremental formulation is variationally consistent, i.e., all internal variables follow from the minimization of a thermodynamic potential. This variational approach is directly inspired from
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Suciu, Claudiu Valentin. "Energy Dissipation During Liquid Adsorption/Desorption In/From Liquid-Repellent Nanochannels." In ASME 2008 6th International Conference on Nanochannels, Microchannels, and Minichannels. ASMEDC, 2008. http://dx.doi.org/10.1115/icnmm2008-62040.

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Ability of viscous fluids, flowing in narrow interstices, to dissipate the mechanical energy of shock and vibration is well known. In recent years, connected to the nano-technological development, solid-liquid interfaces have been used to dissipate surface energies, in systems where the solid is liquid-repellent; such interfaces are able to store, release or transform the energy. Thus, the contact angle hysteresis can be applied to dissipate the mechanical energy, and this kind of energy loss, in which not the viscosity but the surface tension of the liquid plays the main role, is called surfa
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Aoki, Shigeru. "Reduction of First Excursion Probability Due to Plastic Deformation and Absorbed Energy." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2947.

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When the system is subjected to excess seismic loading, spring element has hysteresis loop characteristic caused by plastic deformation. Energy is dissipated by hysteresis loop characteristic. Elastic-plastic damper which utilizes energy absorption is practically used. On the other hand, response is nonstationary random process because seismic loading is nonstationary random process. In such a case, reliability of the system should be evaluated in probabilistic manner. Some failure modes are observed. First excursion failure is one of the most important failure modes. First excursion probabili
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Wei, Zheng, and Ya-Pu Zhao. "Hysteresis Effect in Adhesive Elastic Contact." In ASME 2003 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/detc2003/vib-48525.

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Adhesive forces in microscale or nanoscale contact play a significant role in microelectromechanical systems (MEMS); scanning probe microscope (SPM) and some other related fields. In this paper, the relationship between the pull-off force and the transition parameter as well as the variation of the pull-off radius with the transition parameter is given. When hysteresis effect is considered, hysteresis models are presented to describe the contact radius as a function of external load in loading and unloading processes. Among these models, we verified the hysteresis model from JKR, which is in a
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