Littérature scientifique sur le sujet « Seismic Response modification device »
Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres
Sommaire
Consultez les listes thématiques d’articles de revues, de livres, de thèses, de rapports de conférences et d’autres sources académiques sur le sujet « Seismic Response modification device ».
À côté de chaque source dans la liste de références il y a un bouton « Ajouter à la bibliographie ». Cliquez sur ce bouton, et nous générerons automatiquement la référence bibliographique pour la source choisie selon votre style de citation préféré : APA, MLA, Harvard, Vancouver, Chicago, etc.
Vous pouvez aussi télécharger le texte intégral de la publication scolaire au format pdf et consulter son résumé en ligne lorsque ces informations sont inclues dans les métadonnées.
Articles de revues sur le sujet "Seismic Response modification device"
Abrahamson, Eric, et Steve Mitchell. « Seismic response modification device elements for bridge structures development and verification ». Computers & ; Structures 81, no 8-11 (mai 2003) : 463–67. http://dx.doi.org/10.1016/s0045-7949(02)00414-5.
Texte intégralShortreed, Jean Spangler, Frieder Seible, Andre Filiatrault et Gianmario Benzoni. « Characterization and testing of the Caltrans Seismic Response Modification Device Test System ». Philosophical Transactions of the Royal Society of London. Series A : Mathematical, Physical and Engineering Sciences 359, no 1786 (15 septembre 2001) : 1829–50. http://dx.doi.org/10.1098/rsta.2001.0875.
Texte intégralWilson, John C., et Michael J. Wesolowsky. « Shape Memory Alloys for Seismic Response Modification : A State-of-the-Art Review ». Earthquake Spectra 21, no 2 (mai 2005) : 569–601. http://dx.doi.org/10.1193/1.1897384.
Texte intégralZhu, Songye, et Yunfeng Zhang. « Loading rate effect on superelastic SMA-based seismic response modification devices ». Earthquakes and Structures 4, no 6 (25 juin 2013) : 607–27. http://dx.doi.org/10.12989/eas.2013.4.6.607.
Texte intégralFardadi, Mahshid, Faryar Jabbari et Farzin Zareian. « Effectiveness of resettable energy dissipating devices in seismic response modification of elastic SDoF systems ». Earthquake Engineering & ; Structural Dynamics 45, no 15 (23 août 2016) : 2571–88. http://dx.doi.org/10.1002/eqe.2795.
Texte intégralJennings, Elaina, et John W. van de Lindt. « Numerical Retrofit Study of Light-Frame Wood Buildings Using Shape Memory Alloy Devices as Seismic Response Modification Devices ». Journal of Structural Engineering 140, no 7 (juillet 2014) : 04014041. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000953.
Texte intégralWhittaker, Andrew, Gary Hart et Christopher Rojahn. « Seismic Response Modification Factors ». Journal of Structural Engineering 125, no 4 (avril 1999) : 438–44. http://dx.doi.org/10.1061/(asce)0733-9445(1999)125:4(438).
Texte intégralTowashiraporn, P., J. Park, B. J. Goodno et J. I. Craig. « Passive control methods for seismic response modification ». Progress in Structural Engineering and Materials 4, no 1 (janvier 2002) : 74–86. http://dx.doi.org/10.1002/pse.107.
Texte intégralShen, Yong Kang. « Seismic Response Modification Factor of Eccentrically Brace Steel Frame ». Applied Mechanics and Materials 71-78 (juillet 2011) : 1605–8. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.1605.
Texte intégralShedid, Marwan T., Wael W. El-Dakhakhni et Robert G. Drysdale. « Seismic Response Modification Factors for Reinforced Masonry Structural Walls ». Journal of Performance of Constructed Facilities 25, no 2 (avril 2011) : 74–86. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000144.
Texte intégralThèses sur le sujet "Seismic Response modification device"
Kessler, Samantha. « A study of the seismic response modification factor for log shear walls ». Thesis, Manhattan, Kan. : Kansas State University, 2010. http://hdl.handle.net/2097/3909.
Texte intégralBakir, Serhan. « Evaluation Of Seismic Response Modification Factors For Steel Frames By Non-linear Analysis ». Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607827/index.pdf.
Texte intégralR&rdquo
factors are stated depending on the observed behavior.
Erdem, Arda. « Analytical Investigation Of Aashto Lrfd Response Modification Factors And Seismic Performance Levels Of Circular Bridge Columns ». Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/3/12611760/index.pdf.
Texte intégralCritical Bridges&rdquo
, &ldquo
Essential Bridges&rdquo
and &ldquo
Other Bridges&rdquo
in AASHTO LRFD. These classifications are mainly based on the serviceability requirement of bridges after a design earthquake. The bridge&rsquo
s overall performance during a given seismic event cannot be clearly described. Serviceability requirements specified for a given importance category are assumed to be assured by using different response modification factors. Although response modification factor is directly related with strength provided to resisting column, it might be correlated with selected performance levels including different engineering response measures. Within the scope of this study, 27216 single circular bridge column bent models designed according to AASHTO LRFD and having varying column aspect ratio, column diameter, axial load ratio, response modification factor and elastic design spectrum data are investigated through a series of analyses such as response spectrum analysis and push-over analysis. Three performance levels such as &ldquo
Fully Functional&rdquo
, &ldquo
Operational&rdquo
and &ldquo
Delayed Operational&rdquo
are defined in which their criteria are selected in terms of column drift measure corresponding to several damage states obtained from column tests. Using the results of analyses, performance categorization of single bridge column bents is conducted. Seismic responses of investigated cases are identified with several measures such as capacity over inelastic demand displacement and response modification factor.
Eberle, Jonathan Robert. « Investigation of Applicable Seismic Response Modification Factor For Three-Hinge Glulam Tudor Arches Using FEMA P-695 ». Thesis, Virginia Tech, 2013. http://hdl.handle.net/10919/23122.
Texte intégralMaster of Science
Abdel-Kareem, Moustafa Mohammed Ismail. « An innovative isolation device for aseismic design ». Doctoral thesis, Universitat Politècnica de Catalunya, 2009. http://hdl.handle.net/10803/6265.
Texte intégralEn esta Tesis, se presenta un aislador sísmico avanzado llamado "roll-n-cage (RNC)". Se propone investigar su eficiencia a través de simulación numérica, en un intento de crear un sistema de aislamiento sísmico práctico, efectivo y económico, que tiene por objeto resolver los principales inconvenientes de los actuales sistemas de aislamiento sísmico, manteniendo sus principales ventajas. Este aislador incorpora aislamiento, disipación de energía, amortiguamiento y capacidad de fuerza recuperadora en una sola unidad. Además, ofrece una resistencia al viento significativa y una amplia gama de flexibilidad horizontal, por lo que es adecuado para proteger las estructuras de masa ligera, moderada y grande, así como para proteger equipos sensibles, hardware y / o antigüedades alojados en edificios. Por otra parte, las cuestiones relativas a la viabilidad, los costes de construcción y la disponibilidad de materiales, reducción o prevención de las respuestas de torsión y la resistencia a la elevación son abordados a fondo durante el diseño del aislador RNC.
El aislador RNC propuesto es descrito en profundidad y sus principios de funcionamiento son presentados en detalle. La caracterización mecánica del dispositivo se ha llevado a cabo por medio de un código computacional sofisticado que simula la respuesta de los dispositivos como si estuvieran sujetos a una máquina de pruebas reales. A través de este esquema, se consigue analizar numéricamente el comportamiento del aislador RNC bajo el efecto simultáneo de cargas horizontales y verticales, como se da típicamente en situaciones prácticas. Además, se presenta una descripción matemática de las principales características asociadas a la rodadura de los aisladores RNC. Asimismo se obtiene un modelo matemático para describir en una forma razonable y manejable la relación fuerza desplazamiento exhibida por el aislador de RNC.
Para evaluar la viabilidad del aislador RNC y para comprobar su capacidad para proteger los sistemas estructurales y no estructurales de los riesgos sísmicos, el dispositivo se implementa numéricamente en una variedad de estructuras con masas ligeras y grandes, además de en equipos sensibles alojados en los pisos superiores de dichas estructuras. Para extraer conclusiones de carácter relativamente general sobre el funcionamiento del aislador RNC, se estudia una amplia gama de terremotos y de características y propiedades de los aisladores y de las estructuras.
Los resultados numéricos revelan que el aislador RNC propuesto puede reducir la respuesta sísmica frente a un amplio rango de excitaciones sísmicas, mientras que exhibe un rendimiento robusto para una gran variedad de estructuras.
La Tesis incluye como apéndice un estudio en profundidad sobre el modelo de histéresis de Bouc-Wen. El estudio contiene una revisión de los primeros y últimos avances y aplicaciones de este modelo, que es ampliamente utilizado en la descripción de fenómenos de histéresis en las estructuras.
Based on the concept of reducing seismic demand rather than increasing the earthquake resistant capacity of structures, seismic isolation is a surprisingly simple approach to mitigate or reduce earthquake damage potential. Proper application of this complex technology leads to better performing structures that will remain essentially elastic during large earthquakes. The core of this technology is the isolator. Most currently available seismic isolators still have practical limitations causing them not to function as anticipated and impose restrictions to their proper use and to the provided protection level.
In this dissertation, an advanced rolling-based seismic isolator, named roll-n-cage (RNC) isolator, is proposed and investigated via numerical simulation as an attempt to create a practical, effective, and economic seismic isolation system that aims to fix the main drawbacks of the current seismic isolation systems while keeping their main advantages. This isolator incorporates isolation, energy dissipation, buffer and restoring force mechanisms in a single unit. Further, it offers a significant wind resistance and a great range of horizontal flexibility making it ideal to protect light, moderate and heavy mass structures as well as precious housed motion-sensitive equipment, hardware and/or antiquities. Moreover, issues related to practicality, construction costs and material availability, reducing or preventing torsional responses and uplift resistance are thoroughly addressed during the RNC bearing design.
The proposed RNC isolator is deeply described and its principles of operation are extensively highlighted. The mechanical characterization of the device has been carried out by means of a sophisticated computer code in a machine-like environment, which accurately simulates the response of the device subjected to a real testing machine. Through this machine-like environment, a general scheme is followed to numerically examine the behavior of the RNC isolator under simultaneous horizontal and vertical loads as in typical practical situations. Further, a mathematical description of the main features associated to rolling of the RNC isolator is presented. An input-output mathematical model is obtained to describe in a reasonable and manageable form the force-displacement relationship exhibited by the RNC isolator.
To assess the feasibility of the RNC isolator and to check its ability to protect structural and nonstructural systems from seismic hazards, it is numerically implemented to a variety of structures having light to heavy masses, in addition to motion-sensitive equipment housed in upper building floors. Further, and to draw relatively general conclusions about the performance of the RNC isolator, a wide range of ground motions, isolator characteristics and structural properties is considered. The numerical results reveal that the proposed RNC isolation bearing can mitigate the seismic responses under a variety of ground motion excitations while exhibiting robust performance for a wide range of structures.
The dissertation is appended with an in-depth survey, that contains a review of the past, recent developments and implementations of the versatile Bouc-Wen model of smooth hysteresis, which is used extensively in modeling the hysteresis phenomenon in the dynamically excited nonlinear structures. This survey is the first of its kind about the model since its origination more than 30 years ago. The objective is to present some of the popular approaches that have utilized and/or developed that model to capture the hysteretic behavior offered by a variety of nonlinear systems. Then, the evaluation of their results and contributions (if any) is carried out to highlight their assets and limitations and to identify future directions in this research area.
Syed, Riaz. « Development of Computational Tools for Characterization, Evaluation, and Modification of Strong Ground Motions within a Performance-Based Seismic Design Framework ». Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/36435.
Texte intégralMaster of Science
LAMARUCCIOLA, NICLA. « EXPERIMENTAL AND NUMERICAL SEISMIC RESPONSE OF MULTI-STOREY POST-TENSIONED TIMBER FRAMED BUILDINGS WITH SUPPLEMENTAL DAMPING SYSTEMS ». Doctoral thesis, Università degli studi della Basilicata, 2021. http://hdl.handle.net/11563/147026.
Texte intégralSusila, Gede Adi. « Experimental and numerical studies of masonry wall panels and timber frames of low-rise structures under seismic loadings in Indonesia ». Thesis, University of Manchester, 2014. https://www.research.manchester.ac.uk/portal/en/theses/experimental-and-numerical-studies-of-masonry-wall-panels-and-timber-frames-of-lowrise-structures-under-seismic-loadings-in-indonesia(3ceb094b-4e6e-432a-b3de-3d4c306b0551).html.
Texte intégralČada, Zdeněk. « Vliv technické a přírodní seizmicity na stavební konstrukce se zaměřením na konstrukce ze zdicích materiálů ». Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-233808.
Texte intégralChen, Yi-Lung, et 陳逸隆. « Seismic Response of Reinforced Concrete Buildings implemented with the passive Energy Dissipation device and the seismic Isolator ». Thesis, 2009. http://ndltd.ncl.edu.tw/handle/89579325031410060753.
Texte intégral中國文化大學
建築及都市計畫研究所
97
Taiwan is located on boundary between Circum-Pacific seismic belt 、Eurasian Plate and Philippine Plate. The seismic design of reinforced concrete building in Taiwan usually used the strength and toughness of construction to resist the seismic. After Gi-Gi earthquake, the architecture trades bring in the isolation system and the energy dissipation device which are two kinds of new seismic resistant techniques. There are increasing number of energy dissipation system buildings and isolation system buildings. It is too hard to choose the system that we should use if we don’t know the benefit of all kinds of system. The research using the lower-rise RC building (one to three floor, this research used three floor to be the case study )、middle-rise RC building(four to eleven floor, this research used seven floor to be the case study) and high RC building(twelve to fifteen floor, this research used thirteen floor to be the case study) to be the analysis model, and analysis fundamental period、story displacement、shear force of each story 、top-level acceleration and drift angle of energy dissipation design building and isolation design building by ETABS computer programs. According to the analysis data to compare the seismic response of RC buildings implemented with different seismic design. 1. Analysis of seismic response of lower-rise building implements with the energy dissipation device and the seismic Isolator. 2. Analysis of seismic response of middle-rise building implements with the energy dissipation device and the seismic Isolator. 3. Analysis of seismic response of high building implements with the energy dissipation device and the seismic Isolator. 4. Comparison the seismic response of retrofit the reinforced concrete building between implement with the seismic Isolator and the energy dissipation device.
Livres sur le sujet "Seismic Response modification device"
Structural damping : Applications in seismic response modification. Boca Raton : Taylor & Francis, 2012.
Trouver le texte intégralLee, George C., Gary F. Dargush, Zach Liang et Jianwei Song. Structural Damping : Applications in Seismic Response Modification. Taylor & Francis Group, 2011.
Trouver le texte intégralLee, George C., Gary F. Dargush, Zach Liang et Jianwei Song. Structural Damping : Applications in Seismic Response Modification. Taylor & Francis Group, 2011.
Trouver le texte intégralLiang, Zach. Structural Damping : Applications in Seismic Response Modification. Taylor & Francis Group, 2013.
Trouver le texte intégralChapitres de livres sur le sujet "Seismic Response modification device"
Zdeneka, Cada, Kala Jirib, Salajka Vlastislavc et Kanicky Viktord. « The Probabilistic Approach to Modification of Seismic Linear Response Spectra ». Dans Lecture Notes in Electrical Engineering, 365–71. Berlin, Heidelberg : Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27311-7_49.
Texte intégralSalem, Yasser S., Lisa Wang et Germaine Aziz. « Assessment of Response Modification Factor of Open Steel Platform Structures Subjected to Seismic Loads ». Dans Facing the Challenges in Structural Engineering, 131–43. Cham : Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61914-9_11.
Texte intégralSalem, Yasser S., Giuseppe Lomiento et Jawwad Khan. « Assessment of Response Modification Factor of Reinforced Concrete Table Top Frames Structures Subjected to Seismic Loads ». Dans Facing the Challenges in Structural Engineering, 55–71. Cham : Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61914-9_5.
Texte intégralAlomari, Jamal. « Some Risky Practices in Earthquake Engineering That Need More Research and Evaluation ». Dans Earthquakes - Recent Advances, New Perspectives and Applications [Working Title]. IntechOpen, 2022. http://dx.doi.org/10.5772/intechopen.108445.
Texte intégral« Effect of variability in response modification factors on seismic damage of R-C bridge columns ». Dans Advances in Bridge Maintenance, Safety Management, and Life-Cycle Performance, Set of Book & ; CD-ROM, 345–46. CRC Press, 2015. http://dx.doi.org/10.1201/b18175-117.
Texte intégralMathew, Minu, Sithara Radhakrishnan et Chandra Sekhar Rout. « Recent Developments in All-Solid-State Micro-Supercapacitors Based on Two-Dimensional Materials ». Dans Nanofibers [Working Title]. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.94535.
Texte intégralActes de conférences sur le sujet "Seismic Response modification device"
Jennings, Elaina N., et John W. van de Lindt. « Low Cost Shape Memory Alloy Devices for Seismic Response Modification of Light-Frame Wood Buildings ». Dans Structures Congress 2013. Reston, VA : American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412848.107.
Texte intégralDicleli, Murat, et Mouhamad Y. Mansour. « Seismic Retrofitting of Typical Illinois Bridges by Response Modification ». Dans Structures Congress 2004. Reston, VA : American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)27.
Texte intégralPasala, D. T. R., A. A. Sarlis, S. Nagarajaiah, A. M. Reinhorn, M. C. Constantinou et D. Taylor. « Negative Stiffness Device for Seismic Response Control of Multi-Story Buildings ». Dans Structures Congress 2012. Reston, VA : American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412374.008.
Texte intégralPasala, D. T. R., A. A. S. Sarlis, Satish Nagarajaiah, A. M. Reinhorn, M. C. Constantinou et D. Taylor. « A New Structural Modification Approach for Seismic Protection Based on Adaptive Negative Stiffness Device : Conceptual Analysis ». Dans Structures Congress 2011. Reston, VA : American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)251.
Texte intégralReigles, Damon G., et Michael D. Symans. « Response Modification of Highway Bridge Benchmark Structure Using Supervisory Fuzzy Control of Smart Seismic Isolation System ». Dans Structures Congress 2006. Reston, VA : American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)95.
Texte intégralErkmen, Bulent. « RELATIONSHIP BETWEEN RESPONSE MODIFICATION COEFFICIENT AND DISPLACEMENT AMPLIFICATION FACTOR FOR DIFFERENT SEISMIC LEVELS AND SITE CLASSES ». Dans 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7277.19210.
Texte intégralZhong, Xueqi, Zehua Bao et Jianzhong Li. « Investigation of seismic response of rocking column with a novel mechanical connection device ». Dans IABSE Congress, Ghent 2021 : Structural Engineering for Future Societal Needs. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0266.
Texte intégralZhong, Xueqi, Zehua Bao et Jianzhong Li. « Investigation of seismic response of rocking column with a novel mechanical connection device ». Dans IABSE Congress, Ghent 2021 : Structural Engineering for Future Societal Needs. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0266.
Texte intégralYamamoto, Haruyuki, et Hongyang Cheng. « Development Study on Device to Reduce Seismic Response by Using Soil-Bags Assembles ». Dans Research, Development and Practice in Structural Engineering and Construction. Singapore : Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-08-7920-4_gfe-4-0128.
Texte intégralYamaguchi, Takashi, Hayato Nakakoji, Nanako Miura et Akira Sone. « Experiment Verification of Seismic Isolation Device Having Charging Function ». Dans ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65593.
Texte intégralRapports d'organisations sur le sujet "Seismic Response modification device"
Wu, Yingjie, Selim Gunay et Khalid Mosalam. Hybrid Simulations for the Seismic Evaluation of Resilient Highway Bridge Systems. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/ytgv8834.
Texte intégralMazzoni, Silvia, Nicholas Gregor, Linda Al Atik, Yousef Bozorgnia, David Welch et Gregory Deierlein. Probabilistic Seismic Hazard Analysis and Selecting and Scaling of Ground-Motion Records (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/zjdn7385.
Texte intégral