Literatura académica sobre el tema "Seismic Response modification device"
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Artículos de revistas sobre el tema "Seismic Response modification device"
Abrahamson, Eric y Steve Mitchell. "Seismic response modification device elements for bridge structures development and verification". Computers & Structures 81, n.º 8-11 (mayo de 2003): 463–67. http://dx.doi.org/10.1016/s0045-7949(02)00414-5.
Texto completoShortreed, Jean Spangler, Frieder Seible, Andre Filiatrault y 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, n.º 1786 (15 de septiembre de 2001): 1829–50. http://dx.doi.org/10.1098/rsta.2001.0875.
Texto completoWilson, John C. y Michael J. Wesolowsky. "Shape Memory Alloys for Seismic Response Modification: A State-of-the-Art Review". Earthquake Spectra 21, n.º 2 (mayo de 2005): 569–601. http://dx.doi.org/10.1193/1.1897384.
Texto completoZhu, Songye y Yunfeng Zhang. "Loading rate effect on superelastic SMA-based seismic response modification devices". Earthquakes and Structures 4, n.º 6 (25 de junio de 2013): 607–27. http://dx.doi.org/10.12989/eas.2013.4.6.607.
Texto completoFardadi, Mahshid, Faryar Jabbari y Farzin Zareian. "Effectiveness of resettable energy dissipating devices in seismic response modification of elastic SDoF systems". Earthquake Engineering & Structural Dynamics 45, n.º 15 (23 de agosto de 2016): 2571–88. http://dx.doi.org/10.1002/eqe.2795.
Texto completoJennings, Elaina y 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, n.º 7 (julio de 2014): 04014041. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000953.
Texto completoWhittaker, Andrew, Gary Hart y Christopher Rojahn. "Seismic Response Modification Factors". Journal of Structural Engineering 125, n.º 4 (abril de 1999): 438–44. http://dx.doi.org/10.1061/(asce)0733-9445(1999)125:4(438).
Texto completoTowashiraporn, P., J. Park, B. J. Goodno y J. I. Craig. "Passive control methods for seismic response modification". Progress in Structural Engineering and Materials 4, n.º 1 (enero de 2002): 74–86. http://dx.doi.org/10.1002/pse.107.
Texto completoShen, Yong Kang. "Seismic Response Modification Factor of Eccentrically Brace Steel Frame". Applied Mechanics and Materials 71-78 (julio de 2011): 1605–8. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.1605.
Texto completoShedid, Marwan T., Wael W. El-Dakhakhni y Robert G. Drysdale. "Seismic Response Modification Factors for Reinforced Masonry Structural Walls". Journal of Performance of Constructed Facilities 25, n.º 2 (abril de 2011): 74–86. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000144.
Texto completoTesis sobre el tema "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.
Texto completoBakir, 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.
Texto completoR&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.
Texto completoCritical 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.
Texto completoMaster 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.
Texto completoEn 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.
Texto completoMaster 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.
Texto completoSusila, 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.
Texto completoČada, 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.
Texto completoChen, Yi-Lung y 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.
Texto completo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.
Libros sobre el tema "Seismic Response modification device"
Structural damping: Applications in seismic response modification. Boca Raton: Taylor & Francis, 2012.
Buscar texto completoLee, George C., Gary F. Dargush, Zach Liang y Jianwei Song. Structural Damping: Applications in Seismic Response Modification. Taylor & Francis Group, 2011.
Buscar texto completoLee, George C., Gary F. Dargush, Zach Liang y Jianwei Song. Structural Damping: Applications in Seismic Response Modification. Taylor & Francis Group, 2011.
Buscar texto completoLiang, Zach. Structural Damping: Applications in Seismic Response Modification. Taylor & Francis Group, 2013.
Buscar texto completoCapítulos de libros sobre el tema "Seismic Response modification device"
Zdeneka, Cada, Kala Jirib, Salajka Vlastislavc y Kanicky Viktord. "The Probabilistic Approach to Modification of Seismic Linear Response Spectra". En 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.
Texto completoSalem, Yasser S., Lisa Wang y Germaine Aziz. "Assessment of Response Modification Factor of Open Steel Platform Structures Subjected to Seismic Loads". En 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.
Texto completoSalem, Yasser S., Giuseppe Lomiento y Jawwad Khan. "Assessment of Response Modification Factor of Reinforced Concrete Table Top Frames Structures Subjected to Seismic Loads". En 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.
Texto completoAlomari, Jamal. "Some Risky Practices in Earthquake Engineering That Need More Research and Evaluation". En Earthquakes - Recent Advances, New Perspectives and Applications [Working Title]. IntechOpen, 2022. http://dx.doi.org/10.5772/intechopen.108445.
Texto completo"Effect of variability in response modification factors on seismic damage of R-C bridge columns". En 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.
Texto completoMathew, Minu, Sithara Radhakrishnan y Chandra Sekhar Rout. "Recent Developments in All-Solid-State Micro-Supercapacitors Based on Two-Dimensional Materials". En Nanofibers [Working Title]. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.94535.
Texto completoActas de conferencias sobre el tema "Seismic Response modification device"
Jennings, Elaina N. y John W. van de Lindt. "Low Cost Shape Memory Alloy Devices for Seismic Response Modification of Light-Frame Wood Buildings". En Structures Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412848.107.
Texto completoDicleli, Murat y Mouhamad Y. Mansour. "Seismic Retrofitting of Typical Illinois Bridges by Response Modification". En Structures Congress 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)27.
Texto completoPasala, D. T. R., A. A. Sarlis, S. Nagarajaiah, A. M. Reinhorn, M. C. Constantinou y D. Taylor. "Negative Stiffness Device for Seismic Response Control of Multi-Story Buildings". En Structures Congress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412374.008.
Texto completoPasala, D. T. R., A. A. S. Sarlis, Satish Nagarajaiah, A. M. Reinhorn, M. C. Constantinou y D. Taylor. "A New Structural Modification Approach for Seismic Protection Based on Adaptive Negative Stiffness Device: Conceptual Analysis". En Structures Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)251.
Texto completoReigles, Damon G. y Michael D. Symans. "Response Modification of Highway Bridge Benchmark Structure Using Supervisory Fuzzy Control of Smart Seismic Isolation System". En Structures Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)95.
Texto completoErkmen, Bulent. "RELATIONSHIP BETWEEN RESPONSE MODIFICATION COEFFICIENT AND DISPLACEMENT AMPLIFICATION FACTOR FOR DIFFERENT SEISMIC LEVELS AND SITE CLASSES". En 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.
Texto completoZhong, Xueqi, Zehua Bao y Jianzhong Li. "Investigation of seismic response of rocking column with a novel mechanical connection device". En 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.
Texto completoZhong, Xueqi, Zehua Bao y Jianzhong Li. "Investigation of seismic response of rocking column with a novel mechanical connection device". En 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.
Texto completoYamamoto, Haruyuki y Hongyang Cheng. "Development Study on Device to Reduce Seismic Response by Using Soil-Bags Assembles". En 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.
Texto completoYamaguchi, Takashi, Hayato Nakakoji, Nanako Miura y Akira Sone. "Experiment Verification of Seismic Isolation Device Having Charging Function". En ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65593.
Texto completoInformes sobre el tema "Seismic Response modification device"
Wu, Yingjie, Selim Gunay y Khalid Mosalam. Hybrid Simulations for the Seismic Evaluation of Resilient Highway Bridge Systems. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, noviembre de 2020. http://dx.doi.org/10.55461/ytgv8834.
Texto completoMazzoni, Silvia, Nicholas Gregor, Linda Al Atik, Yousef Bozorgnia, David Welch y 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, noviembre de 2020. http://dx.doi.org/10.55461/zjdn7385.
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