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Статті в журналах з теми "DISSIPATIVE BRACES"
Kari, Amir, Mehdi Ghassemieh, and Baitollah Badarloo. "Development and design of a new self-centering energy-dissipative brace for steel structures." Journal of Intelligent Material Systems and Structures 30, no. 6 (February 10, 2019): 924–38. http://dx.doi.org/10.1177/1045389x19828502.
Повний текст джерелаLiu, Lu, and Bin Wu. "Self-Centering Buckling-Restrained Braces." Advanced Materials Research 639-640 (January 2013): 846–49. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.846.
Повний текст джерелаFerraioli, Massimiliano, and Angelo Lavino. "A Displacement-Based Design Method for Seismic Retrofit of RC Buildings Using Dissipative Braces." Mathematical Problems in Engineering 2018 (December 27, 2018): 1–28. http://dx.doi.org/10.1155/2018/5364564.
Повний текст джерелаPayandehjoo, Barash, Saeid Sabouri-Ghomi, and Parviz Ebadi. "Seismic Behavior of X-Shaped Drawer Bracing System (DBS) and X-Braced Frames with Heavy Central Core." Journal of Earthquake and Tsunami 10, no. 04 (October 2016): 1650004. http://dx.doi.org/10.1142/s1793431116500044.
Повний текст джерелаXie, Qin, Zhen Zhou, Canjun Li, and Shaoping Meng. "Parametric Analysis and Direct Displacement-Based Design Method of Self-Centering Energy-Dissipative Steel-Braced Frames." International Journal of Structural Stability and Dynamics 17, no. 08 (October 2017): 1750087. http://dx.doi.org/10.1142/s0219455417500870.
Повний текст джерелаBosco, M., A. Ghersi, E. M. Marino, and P. P. Rossi. "A Capacity Design Procedure for Columns of Steel Structures with Diagonals Braces." Open Construction and Building Technology Journal 8, no. 1 (December 31, 2014): 196–207. http://dx.doi.org/10.2174/1874836801408010196.
Повний текст джерелаCostanzo, Silvia, and Landolfo Raffaele. "Concentrically Braced Frames: European vs. North American Seismic Design Provisions." Open Civil Engineering Journal 11, no. 1 (June 30, 2017): 453–63. http://dx.doi.org/10.2174/1874149501711010453.
Повний текст джерелаDi Cesare, Antonio, Felice Carlo Ponzo, Nicla Lamarucciola, and Domenico Nigro. "Experimental seismic response of a resilient 3-storey post-tensioned timber framed building with dissipative braces." Bulletin of Earthquake Engineering 18, no. 15 (October 6, 2020): 6825–48. http://dx.doi.org/10.1007/s10518-020-00969-y.
Повний текст джерелаBarbagallo, Francesca, Melina Bosco, Marco Caragliano, Edoardo M. Marino, and Pier Paolo Rossi. "An Alternative Approach for the Design of Chevron-Braced Frames." Applied Sciences 11, no. 22 (November 20, 2021): 11014. http://dx.doi.org/10.3390/app112211014.
Повний текст джерелаXiao, Yi, Marc O. Eberhard, Ying Zhou, and John F. Stanton. "Proportioning of self‐centering energy dissipative braces." Earthquake Engineering & Structural Dynamics 50, no. 10 (April 27, 2021): 2613–33. http://dx.doi.org/10.1002/eqe.3463.
Повний текст джерелаДисертації з теми "DISSIPATIVE BRACES"
Voller, Gordon Paul. "Analysis of heat dissipation from railway and automotive friction brakes." Thesis, Brunel University, 2003. http://bura.brunel.ac.uk/handle/2438/5558.
Повний текст джерелаJeffers, Brandon. "Parametric Study of Self-Centering Concentrically-Braced Frames with Friction-Based Energy Dissipation." University of Akron / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=akron1335901155.
Повний текст джерелаReed, Matthew Robert. "Development of an Improved Dissipative Passive Haptic Display." Thesis, Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/5284.
Повний текст джерелаFiocchi, Alice. "Inserimento di controventi dissipativi in acciaio in un capannone in calcestruzzo armato prefabbricato a due piani." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016.
Знайти повний текст джерелаBarbieri, Laura. "Studio del comportamento sismico di edifici in CLT con connessioni dissipative del tipo X-bracket." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.
Знайти повний текст джерелаTonini, Chiara. "Studio di un collegamento trave-pilastro di tipo semirigido dissipativo." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.
Знайти повний текст джерелаPHAM, Chi-Tuong. "Stabilité et dynamique d'écoulements de fluides parfaits barotropes autour d'un obstacle en présence de dispersion." Phd thesis, Université Pierre et Marie Curie - Paris VI, 2003. http://tel.archives-ouvertes.fr/tel-00006825.
Повний текст джерелаSimon, Madrenas Enric. "Predicción de la fatiga de disipadores de energía elastoplásticos para estructuras sismorresistentes." Doctoral thesis, Universitat de Girona, 2021. http://hdl.handle.net/10803/673931.
Повний текст джерелаEls dissipadors d’energia elastoplàstics s’utilitzen en el disseny sísmic per dissipar una part substancial de l’energia sísmica introduïda en una construcció. Són uns elements que no formen part de l’estructura portant i, per tant, fàcilment reemplaçables en cas de quedar danyats. El seu comportament sol ser estable i el seu grau de degradació difícilment apreciable de forma visual. Per avaluar el seu grau de degradació es recorre als índex de dany, que estimen la capacitat dissipativa romanent a partir de la combinació de variables diverses com són, per exemple, el nombre de cicles suportats i la seva amplitud, l’energia dissipada, la deformació acumulada i deformació màxima. A la primera part d’aquesta tesi doctoral es revisa l’estat de l’art relatiu a models de dany existents. La segona part d’aquesta tesi recull una àmplia base experimental basada en dades obtingudes en treballs previs de recerca, complementats amb nous assajos realitzats a la present tesi. En una tercera part es valora la bondat de diversos models de fatiga mitjançant la base experimental recollida a la segona part. En la seva quarta i última part s’ha analitzat la bondat d’alguns dels models histerètics més coneguts per a reproduir la resposta experimental dels dissipadors assajats. La conclusió més important que s’extreu de la tesi és l’obtenció de dos models de fatiga mixtes i variables adimensionals, els quals demostren una excel·lent bondat considerant, en una mateixa corba de fatiga, dissipadors de diferent tipologia i geometria, basats en acers de baix contingut en carboni i plastificació uniforme en estat uniaxial de tensions
Programa de Doctorat en Tecnologia
Chen, Ying-Chuan, and 陳映全. "Development and Validation for Double-Core Self-Centering Energy Dissipative Braces." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/15652067921497178408.
Повний текст джерела國立臺灣大學
土木工程學研究所
100
Self-Centering Energy Dissipative Brace is a kind of brace which uses tendons to constrain compression elements of the brace and provide self-centering properties under tension and compression force (restore to zero residual deformation). Traditional self-centering energy dissipative brace’s deformation capacity relies on the elastic deformation capacity of the tendons used inside the brace, and results in limitation of the braces’ deformability. Traditional SCED brace has a maximum strain of 1.3% when the tendons reach 1.9% strain and the frame reaches 2% inter-story drift. Tendons required to have large elastic strain mainly uses composite material. However, tendons having over 2% elastic strain material properties are rare and seldom used or researched. This research develops a new kind of SCED brace by adding a second core element and another group of tension elements which doubles the deformation capacity compared to traditional SCED brace while using tension elements comprised of the same material properties (or largely reduce the elastic strain demand of the tendon elements to 1% under the same brace deformation when compared to traditional SCED brace). This research designed four specimens to validate the double core SCED brace which uses different materials for its tendons. Four specimens’ tendon uses D16 steel strand, D22 glass fiber, D29 glass fiber and D13 carbon fiber respectively. The results show that the mechanism of double core SCED brace is consistent with prediction. The test results and prediction of tendon strain is close which is 0.8%, 1.05%, 0.9% and 1.09% for specimen 1 to 4 respectively while the brace has a 1.2% strain corresponding to 2% inter-story drift. The result shows that double core SCED brace can significantly reduce the demand for tendon elastic strain. Except specimen 1 due to loss of pre-tension force has poor behavior in self-centering, specimen 2 to 4 have good behavior in self-centering with no pre-tension loss. This research also uses the finite element software ABAQUS to analyze double core SCED brace behavior and compare with the testing results which is proved similar. The parametric study of double core SCED brace we choose different pre-tension force, different friction force, and different tendons to observe the difference in brace behavior. Results indicate that the lager the friction force is the larger the energy dissipation there will be, yet in order to have full self-centering behavior, the pre-tension force should be larger than friction force. However the larger the pre-tension force is the smaller the deformation capacity there is left. Unlike pre-tension force and friction force, the difference of tendons only effect the post-stiffness of the response and limits the deformation capacity due to its limitation in elastic strain.
RAHMAT, RABI RAIHAN. "Proposal of energy-based method for the design of passive energy dissipative braces." Doctoral thesis, 2020. http://hdl.handle.net/11573/1359668.
Повний текст джерелаЧастини книг з теми "DISSIPATIVE BRACES"
Anto, Anjanet, and Asha Joseph. "Seismic Performance Evaluation of Seesaw Braced Energy Dissipation System." In Lecture Notes in Civil Engineering, 313–25. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80312-4_27.
Повний текст джерелаMa, Cuiling. "Credibility of Estimating the Hysteretic Energy Demands of Concentrically Braced Steel Frames." In Advances in Frontier Research on Engineering Structures, 175–83. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_16.
Повний текст джерелаYin, Zhanzhong, Xiuli Wang, and Xiaodong Li. "Hysteretic Response and Energy Dissipation of Double-Tube Buckling Restrained Braces with Contact Ring." In Computational Structural Engineering, 173–79. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_20.
Повний текст джерелаXiao, Mei Ling, Liao Yuan Ye, Sheng Miao, and Ben Yu Liu. "Damage and Crack Analysis for Reinforced Concrete Energy Dissipation Braced Frame (EDBF) under Low Cyclic Loads." In Fracture and Damage Mechanics V, 611–14. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-413-8.611.
Повний текст джерела"A comparative analysis of performances of high strength steel dual frames of buckling restrained braces vs. dissipative shear walls." In Behaviour of Steel Structures in Seismic Areas, 163–70. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592-25.
Повний текст джерелаDinu, F., D. Dubina, and C. Neagu. "A comparative analysis of performances of high strength steel dual frames of buckling restrained braces vs. dissipative shear walls." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592.ch21.
Повний текст джерела"Seismic upgrade of existing semi-continuous steel frames: A comparison between the use of concentric steel braces and viscoelastic dissipative systems." In Behaviour of Steel Structures in Seismic Areas, 545–52. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592-89.
Повний текст джерелаBeris, Antony N., and Brian J. Edwards. "The Dissipation Bracket." In Thermodynamics of Flowing Systems: with Internal Microstructure. Oxford University Press, 1994. http://dx.doi.org/10.1093/oso/9780195076943.003.0011.
Повний текст джерела"Acceleration Time and Heat Dissipation Calculations." In Clutches and Brakes. CRC Press, 2004. http://dx.doi.org/10.1201/9780203026236.ch8.
Повний текст джерелаSteel, Duncan G. "Loss and Dissipation: The RLC Circuit." In Introduction to Quantum Nanotechnology, 230–46. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780192895073.003.0014.
Повний текст джерелаТези доповідей конференцій з теми "DISSIPATIVE BRACES"
Bergami, A.-V., and C. Nuti. "DESIGN OF DISSIPATIVE BRACES FOR AN EXISTING STRATEGIC BUILDING WITH A PUSHOVER BASED PROCEDURE." In 4th International Conference on Computational 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, 2014. http://dx.doi.org/10.7712/120113.4677.c1143.
Повний текст джерелаMazza, Fabio, Alfonso Vulcano, Adolfo Santini, and Nicola Moraci. "Displacement-Based Seismic Design Procedure for Framed Buildings with Dissipative Braces Part I: Theoretical formulation." In 2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake. AIP, 2008. http://dx.doi.org/10.1063/1.2963763.
Повний текст джерелаMazza, Fabio, Alfonso Vulcano, Adolfo Santini, and Nicola Moraci. "Displacement-Based Seismic Design Procedure for Framed Buildings with Dissipative Braces Part II: Numerical Results." In 2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake. AIP, 2008. http://dx.doi.org/10.1063/1.2963764.
Повний текст джерелаCeccolini, Nicola, Alessandro Zona, Andrea Dall’Asta, and Gaetano Della Corte. "Influence of design criteria on the seismic response of single-storey steel buildings." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0624.
Повний текст джерелаTerenzi, Gloria, Iacopo Costoli, and Stefano Sorace. "Redesign of a dissipative bracing-based retrofit intervention for an earthquake damaged school building." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0605.
Повний текст джерелаThibault, Pierre, Charles-Darwin Annan, and Pampa Dey. "Investigation of hybrid multi-core buckling-restrained brace components." In 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.2021.1415.
Повний текст джерелаClark, Peter W., Ian D. Aiken, Kazuhiko Kasai, and Isao Kimura. "Large-Scale Testing of Steel Unbonded Braces for Energy Dissipation." In Structures Congress 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)12.
Повний текст джерелаWU, An-Chien, Li-Wei CHEN, and Keh-Chyuan TSAI. "EXPERIMENTAL STUDY ON OUT-OF-PLANE STABILITY OF BUCKLING-RESTRAINED BRACES." In The 16th World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures. Russian Association for Earthquake Engineering and Protection from Natural and Manmade Hazards, 2019. http://dx.doi.org/10.37153/2686-7974-2019-16-1163-1171.
Повний текст джерелаNastri, Elide. "ECCENTRICALLY BRACED FRAMES DESIGNED FOR THE ENERGY DISSIPATION OPTIMIZATION." In VII European Congress on Computational Methods in Applied Sciences and Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2016. http://dx.doi.org/10.7712/100016.2427.7614.
Повний текст джерелаErochko, J., C. Christopoulos, and R. Tremblay. "DETAILED COMPONENT MODELLING OF A SELF-CENTERING ENERGY DISSIPATIVE BRACE SYSTEM." In 4th International Conference on Computational 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, 2014. http://dx.doi.org/10.7712/120113.4628.c1157.
Повний текст джерелаЗвіти організацій з теми "DISSIPATIVE BRACES"
FEASIBILITY STUDY OF VISCOELASTIC HYBRID SELF-CENTERING BRACE (VSCB) FOR SEISMIC-RESISTANT STEEL FRAMES. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.113.
Повний текст джерелаTEST ON RESILIENCE CAPACITY OF SELF-CENTERING BUCKLING RESTRAINED BRACE WITH DISC SPRINGS. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.156.
Повний текст джерелаTHE SEISMIC PERFORMANCE OF DOUBLE TUBE BUCKLING RESTRAINED BRACE WITH CAST STEEL CONNECTORS. The Hong Kong Institute of Steel Construction, March 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.2.
Повний текст джерелаEXPERIMENTAL BEHAVIOR AND DESIGN OF RECTANGULAR CONCRETE-FILLED TUBULAR BUCKLING-RESTRAINED BRACES. The Hong Kong Institute of Steel Construction, December 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.5.
Повний текст джерелаANALYSIS OF THE SEISMIC BEHAVIOR OF INNOVATIVE ALUMINIUM ALLOY ENERGY DISSIPATION BRACES. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.341.
Повний текст джерела