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Статті в журналах з теми "MULTISTOREYED BUILDINGS"
., Khaja Afroz Jamal. "SEISMIC POUNDING OF MULTISTOREYED BUILDINGS." International Journal of Research in Engineering and Technology 02, no. 13 (November 25, 2013): 12–17. http://dx.doi.org/10.15623/ijret.2013.0213003.
Повний текст джерелаQamaruddin, M., A. S. Arya, and B. Chandra. "Dynamic response of multistoreyed brick buildings." Earthquake Engineering & Structural Dynamics 13, no. 2 (March 1985): 135–50. http://dx.doi.org/10.1002/eqe.4290130202.
Повний текст джерела., T. Seshadri Sekhar. "EVALUATION OF SIESMIC RESPONSE OF SYMMETRIC AND ASYMMETRIC MULTISTOREYED BUILDINGS." International Journal of Research in Engineering and Technology 04, no. 13 (February 25, 2015): 151–57. http://dx.doi.org/10.15623/ijret.2015.0413026.
Повний текст джерелаDoiphode, Dr G. S., and Vaibhav Dhndhukiya. "Performance Based Seismic Assessment of Masonry Infilled RCC Building with Diaphragm Discontinuity." International Journal of Engineering and Advanced Technology 10, no. 2 (December 30, 2020): 214–20. http://dx.doi.org/10.35940/ijeat.b2090.1210220.
Повний текст джерелаmohiuddin, Syed Mohammed, Mohammed moiz, Mohammed khaja moinuddin, and Mohammed Tosif Ahmed. "DYNAMIC ANALYSIS AND DESIGN OF MULTISTOREYED R.C STRUCTURAL FRAME WITH PILE FOUNDATION." International Journal of Innovative Research in Advanced Engineering 8, no. 6 (June 30, 2021): 120–30. http://dx.doi.org/10.26562/ijirae.2021.v0806.001.
Повний текст джерелаR.PRABHAHAR, R. PRABHAHAR, and G. RAVICHANDRAN G.RAVICHANDRAN. "Optimal Planning and Scheduling in Multistoreyed Building." Indian Journal of Applied Research 4, no. 4 (October 1, 2011): 72–74. http://dx.doi.org/10.15373/2249555x/apr2014/255.
Повний текст джерелаGupta, Diksha, and Deepti Hazari. "COMPARISON OF MULTISTOREY BUILDING USING RESPONSE SPECTRUM ANALYSIS IN DIFFERENT SEISMIC ZONES BY USING STAAD.PRO SOFTWARE." YMER Digital 21, no. 08 (August 8, 2022): 353–68. http://dx.doi.org/10.37896/ymer21.08/31.
Повний текст джерелаHumar, J. L., and P. Kumar. "Torsional motion of buildings during earthquakes. II. Inelastic response." Canadian Journal of Civil Engineering 25, no. 5 (October 1, 1998): 917–34. http://dx.doi.org/10.1139/l98-032.
Повний текст джерелаTrulsrud, Tonje Healey, Inger Andresen, and Niki Gaitani. "Energy performance and scenario analyses of a multistorey apartment building in Norway." E3S Web of Conferences 362 (2022): 10004. http://dx.doi.org/10.1051/e3sconf/202236210004.
Повний текст джерелаSoni, Pranava, and Dr Rajeev Chandak. "Diagrid Based Multistorey Building Design and Durability Forecasting." International Journal for Research in Applied Science and Engineering Technology 10, no. 8 (August 31, 2022): 1280–85. http://dx.doi.org/10.22214/ijraset.2022.46413.
Повний текст джерелаДисертації з теми "MULTISTOREYED BUILDINGS"
Widodo. "Rocking of multistorey buildings." Thesis, University of Canterbury. Civil Engineering, 1995. http://hdl.handle.net/10092/5973.
Повний текст джерелаCharng, Peng-Hsiang. "Base isolation for multistorey building structures." Thesis, University of Canterbury. Civil Engineering, 1998. http://hdl.handle.net/10092/5851.
Повний текст джерелаAhmad, Sabarinah Sh. "A study on thermal comfort and energy performance of urban multistorey residential buildings in Malaysia /." [St. Lucia, Qld.], 2004. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe.pdf.
Повний текст джерелаRavi, Mathi. "Knowledge-based system approach to integrated design of multistorey office buildings at the preliminary stage." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0001/NQ40307.pdf.
Повний текст джерелаFerrante, Cavallaro Giovanni. "Pseudo dynamic tests and numerical analysis of free from damage multistorey steel buildings with innovative connections." Doctoral thesis, Universita degli studi di Salerno, 2019. http://elea.unisa.it:8080/xmlui/handle/10556/4277.
Повний текст джерелаOne of the most widespread structural systems is represented by Moment Resisting Frames (MRFs). resistant seismic frames. This structural system is made up of frames capable of resisting seismic actions through predominantly flexural tension states. The stiffness and lateral resistance of the system depend on the flexural strength of the members and the type of connection, while the development of the plastic hinges guarantee the dissipation of the seismic input energy. The location of the dissipative zones varies according to the design approach adopted, typically they develop in beams, columns and connections. The most widespread design philosophy is to have strong columns, weak beams and full-strength rigid connections with complete resistance restoration, in this way all the seismic energy tends to be dissipated by the plastic hinges at the ends of the beams and at the base of the columns of the first level. In order to overcome the traditional design approach, the present research work introduces a new type of beam-column connection capable of exhibiting a remarkable rigidity in service conditions (SLE) and able to exhibit a remarkable dissipative capacity when a rare seismic event occurs. The codes currently in force provide that for seismic events characterized by a period of return comparable with the useful life of the structure (frequent or occasional events) the structures remain in the elastic field ensuring that the seismic energy is completely dissipated through viscous damping. Vice versa, the seismic energy must be dissipated through plastic engagement of parts of the structure, with wide and stable hysteresis cycles, for rare and very rare seismic events with a return period of about 500 years. The development of the hysteresis involves structural damage that have to be such as not to lead to the collapse of the structure in order to guarantee the protection of the life of those who occupy the building. The prediction of the behaviour of the structure in non-linear field for rare seismic events represents an aspect that only experimental research can describe in depth by developing new analytical models and innovative design philosophies. The execution of quasi-static tests can provide useful information in order to investigate the nonlinear behaviour of the members and the assemblages even if the forces or the displacement histories applied during the tests do not correspond exactly to the actions that occur during a real seismic event. The information obtained through these test procedures is however useful for calibrating analytical models and comparing the behaviour of structural components. The execution of tests on real scale structures is the best way to investigate the global behaviour of a structural system. For a more complete knowledge about the response in the dynamic field, the pseudo-dynamic tests represent a test protocol able to provide information of the structural response of a component or of a structure in a dynamic field through a static test. The main purpose of this work, developed within the FREEDAM research project financed by the European Community, is to develop an innovative beam-column connection. These innovative connections are equipped with an additional damper able to dissipating the energy deriving from destructive seismic events. The FREEDAM beam-column connection, through an appropriate design of the various components, is able to withstand frequent earthquakes and rare events without causing damage to the structural elements. The thesis is divided into six chapters. The Chapter 1 reports a brief introduction to the traditional beam-column connections, specifying the characteristics of the different types of connection and their influence on the behaviour of the Moment Resisting Frames. In the last part of the chapter the FREEDAM dissipative connection is presented, specifying its peculiarities and the benefits that its introduction into the structural system brings. The Chapter 2 is devoted to the description of the results obtained from an extensive experimental campaign developed at the STRENGTH laboratory of the University of Salerno, for the choice of material for the friction dampers used in the FREEDAM connections by carrying out a statistical characterization of the static and dynamic friction coefficients. The Chapter 3 collects the results of a further experimental campaign carried out at the University of Salerno laboratory and aimed at studying the tightening losses for pre-loading bolt systems equipped with different washers. In Chapter 4 a design procedure has been define for the FREEDAM beam-column connections, then this procedure has been applied in order to design two different types of connections that have been experimentally tested at the University of Coimbra Laboratory (PT). In the same chapter, the test layouts and the results obtained from the cyclic tests carried out on the nodes equipped with FREEDAM friction dampers have been described, finally developing models to the finite elements and comparing the experimental results with the computerized models. Finally, the Chapter 5 shows the results of the pseudo-dynamic tests carried out on a full-scale steel Moment Resistant Frame equipped in a first case with traditional full strength beam-column connections (dogbone) and in a second case equipped with the innovative connections proposed. These results have been compared to each other and with the results obtained from finite element models. [edited by Author]
XXXI ciclo
RUSI, Ilda. "Generating Innovative Perforated Patterns for Perimetric Structural Walls with Openings in Multi-Storey Buildings." Doctoral thesis, Università degli studi di Ferrara, 2021. http://hdl.handle.net/11392/2488300.
Повний текст джерелаDWIVEDI, ARCHIT. "SEISMIC ANALYSIS OF MULTISTOREYED BUILDINGS WITH AND WITHOUT FLOATING COLUMNS." Thesis, 2018. http://dspace.dtu.ac.in:8080/jspui/handle/repository/16253.
Повний текст джерелаSINGH, REKHA. "PUSHOVER ANALYSIS OF MULTISTOREY BUILDING." Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/14387.
Повний текст джерелаChaku, Autar Kishen. "Seismic behaviour of pile supported multistorey buildings." Thesis, 1989. http://localhost:8080/iit/handle/2074/5858.
Повний текст джерелаChen, Kun-Yu, and 詹坤玉. "System Identification Theory of Torsionally Coupled Multistorey buildings." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/62575829412126250050.
Повний текст джерела國立中央大學
土木工程研究所
92
Abstract An knowledge of the dynamic properties of building structural systems is necessary besides for accurate predictions of the dynamic responses of the systems in the seismic design of building structures, health monitoring and damage detection of existing building structures. This study is concerned with the uniqueness of the results in the identification of such properties and feasibility of the identification methods proposed here in actual application using limited earthquake records. More specifically, the viscous damping and stiffness distributions, which are of importance in the linear range of response, have been investigated. During the past four decades, a great amount of system identification methods of building structures based on linear, planar shear building models are developed. In this thesis we propose three new methods of stiffness-damping simultaneous identification of lateral-torsional coupled multistory building models using limited earthquake records. It is shown that if the responses of the floor masses just above and below a specific storey are known, and the locations of moment-resisting elements, the floor masses and the floor moments of inertia are given in N-storey building structures, the storey stiffness and the viscous damping of these elements can be identified uniquely, and that for two-storey building structures if the response of the floor mass immediately above the base and the base are known, and the locations of all moment-resisting elements, all floor masses and all floor inertias are given, the storey stiffness and the viscous damping of all elements can be identified uniquely. The accuracy of the identification methods presented in this thesis is verified and investigated through the actual limited earthquake records and numerical simulation model by means of Newmark’s integration method and the technique of the FFT (Fast Fourier Transform).
Книги з теми "MULTISTOREYED BUILDINGS"
Steel-concrete structures for multistorey buildings. Amsterdam: Elsevier, 1991.
Знайти повний текст джерелаManual of Multistorey Timber Construction. Detail Business Information GmbH, The, 2018.
Знайти повний текст джерелаKaufmann, Hermann, Stefan Winter, and Stefan Krötsch. Manual of Multistorey Timber Construction. Detail Business Information GmbH, The, 2018.
Знайти повний текст джерелаKaufmann, Hermann, Stefan Winter, and Stefan Krötsch. Manual of Multistorey Timber Construction: Principles - Constructions - Examples. Detail Business Information GmbH, The, 2022.
Знайти повний текст джерелаKaufmann, Hermann, Stefan Winter, and Stefan Krötsch. Manual of Multistorey Timber Construction: Principles - Constructions - Examples. Detail Business Information GmbH, The, 2022.
Знайти повний текст джерелаMultistorey Timber Frame Buildings A Design Guide. Ihs Bre Press, 2010.
Знайти повний текст джерелаGAUTAM, Padma. Step by Step Rcc Design of Multistorey Buildings. Independently Published, 2020.
Знайти повний текст джерелаColwell, Sarah. Fire Performance of External Thermal Insulation for Walls of Multistorey Buildings. IHS BRE Press, 2013.
Знайти повний текст джерелаЧастини книг з теми "MULTISTOREYED BUILDINGS"
Bozdogan, Kanat Burak, and Duygu Ozturk. "A Hand Method for Assessment of Maximum IDR and Displacement of RC Buildings." In Lecture Notes in Civil Engineering, 9–29. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_2.
Повний текст джерелаBuchanan, Andrew H. "Fire Resistance of Multistorey Timber Buildings." In Fire Science and Technology 2015, 9–16. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-0376-9_2.
Повний текст джерелаGilbert, Raymond Ian, and Gianluca Ranzi. "Excessive Deflections and Cracking in the Reinforced Concrete Floor Slabs of the Silverton Building in Canberra." In Case Studies on Failure Investigations in Structural and Geotechnical Engineering, 211–17. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/cs004.ch16.
Повний текст джерелаLyublinskiy, Valery, and Vladislav Struchkov. "Resistance of Vertical Joints During Torsion of Multistorey Buildings." In Lecture Notes in Civil Engineering, 407–15. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-10853-2_38.
Повний текст джерелаAlemdağ, Esra Lakot, and Figen Beyhan. "Energy Saving with Double-Skin Glazed Facades in Multistorey Buildings." In Progress in Exergy, Energy, and the Environment, 533–40. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-04681-5_49.
Повний текст джерелаRiley, Mike, and Alison Cotgrave. "External walls and claddings for multistorey and large-span commercial buildings." In Construction Technology 2: Industrial and Commercial Building, 254–83. London: Macmillan Education UK, 2014. http://dx.doi.org/10.1057/978-1-137-37600-8_10.
Повний текст джерелаAbdullin, Vildan V., Dmitry A. Shnayder, and Lev S. Kazarinov. "Identification of Multistorey Building’s Thermal Performance Based on Exponential Filtering." In Transactions on Engineering Technologies, 501–12. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-8832-8_36.
Повний текст джерелаSchrader, K. H., E. Reyer, and O. A. Oji. "On earthquake resistant design of multistorey buildings stiffened by diaphragm action." In Structural Dynamics, 435–42. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203738085-63.
Повний текст джерелаWdowicki, Jacek, Elżbieta Wdowicka, and Zdzisław Pawlak. "Dynamic Analysis of Irregular Multistorey Shear Wall Buildings Using Continuous-Discrete Approach." In Seismic Behaviour and Design of Irregular and Complex Civil Structures II, 263–74. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3_24.
Повний текст джерелаBosco, Melina, Giovanna A. Ferrara, Aurelio Ghersi, Edoardo M. Marino, and Pier Paolo Rossi. "Application of Nonlinear Static Method with Corrective Eccentricities to Multistorey Buildings: A Case Study." In Seismic Behaviour and Design of Irregular and Complex Civil Structures, 173–88. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5377-8_12.
Повний текст джерелаТези доповідей конференцій з теми "MULTISTOREYED BUILDINGS"
Fiore, I. "An inhomogeneous inelastic beam-like model for dynamic analyses of multistorey buildings." In AIMETA 2022. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902431-65.
Повний текст джерелаVirbule, Inese, Dmitrijs Serdjuks, and Karina Buka-Vaivade. "Simplified approach for analyse of shear walls for multistorey timber buildings." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.114.
Повний текст джерелаSamanta, Mircea Paul. "ROMANIAN MULTISTOREY APARTMENT BUILDINGS � BETWEEN RETROFITTING AND RENOVATION." In 14th SGEM GeoConference on NANO, BIO AND GREEN � TECHNOLOGIES FOR A SUSTAINABLE FUTURE. Stef92 Technology, 2014. http://dx.doi.org/10.5593/sgem2014/b62/s27.078.
Повний текст джерелаManisha, Nayana N. Patil, and H. M. Rajashekar Swamy. "Seismic analysis of multistoreyed building and retrofitting using different bracing systems." In PROCEEDINGS OF INTERNATIONAL CONFERENCE ON ADVANCES IN MATERIALS RESEARCH (ICAMR - 2019). AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0024373.
Повний текст джерелаGaetani d'Aragona, Marco, Maria Polese, and Andrea Prota. "INFLUENCE FACTORS FOR THE ASSESSMENT OF MAXIMUM LATERAL SEISMIC DEFORMATIONS IN ITALIAN MULTISTOREY RC BUILDINGS." In 6th 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, 2017. http://dx.doi.org/10.7712/120117.5713.17468.
Повний текст джерелаCalderon Jimenez, Maxwell J., Kelvin Arana, and Marvin R. Arias. "Outdoor-to-Indoor propagation mechanisms in multistorey building for 0.85 GHz and 1.9 GHz bands." In 2017 IEEE 37th Central America and Panama Convention (CONCAPAN XXXVII). IEEE, 2017. http://dx.doi.org/10.1109/concapan.2017.8278522.
Повний текст джерелаJUANGJANDEE, WARANGKANA, VICKI STEVENSON, and ESHRAR LATIF. "KEY FACTORS OF OCCUPANTS’ BEHAVIOUR CHARACTERISTICS AND INDOOR AIR QUALITY PERCEPTION ON OCCUPANCY COMFORT IN MULTISTOREY RESIDENTIAL BUILDINGS IN THAILAND." In ECO-ARCHITECTURE 2022. Southampton UK: WIT Press, 2022. http://dx.doi.org/10.2495/arc220061.
Повний текст джерелаTripepi, Concetta, Francesco Nucera, Lawrence A. Bergman, D. Michael McFarland, and Alexander F. Vakakis. "Application of Targeted Energy Transfer (TET) Techniques to the Seismic Protection of a Small Scale Multistorey Eccentric Steel Structure." In ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/detc2011-48923.
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