Littérature scientifique sur le sujet « MULTISTOREYED BUILDINGS »
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Articles de revues sur le sujet "MULTISTOREYED BUILDINGS"
., Khaja Afroz Jamal. « SEISMIC POUNDING OF MULTISTOREYED BUILDINGS ». International Journal of Research in Engineering and Technology 02, no 13 (25 novembre 2013) : 12–17. http://dx.doi.org/10.15623/ijret.2013.0213003.
Texte intégralQamaruddin, M., A. S. Arya et B. Chandra. « Dynamic response of multistoreyed brick buildings ». Earthquake Engineering & ; Structural Dynamics 13, no 2 (mars 1985) : 135–50. http://dx.doi.org/10.1002/eqe.4290130202.
Texte intégral., T. Seshadri Sekhar. « EVALUATION OF SIESMIC RESPONSE OF SYMMETRIC AND ASYMMETRIC MULTISTOREYED BUILDINGS ». International Journal of Research in Engineering and Technology 04, no 13 (25 février 2015) : 151–57. http://dx.doi.org/10.15623/ijret.2015.0413026.
Texte intégralDoiphode, Dr G. S., et Vaibhav Dhndhukiya. « Performance Based Seismic Assessment of Masonry Infilled RCC Building with Diaphragm Discontinuity ». International Journal of Engineering and Advanced Technology 10, no 2 (30 décembre 2020) : 214–20. http://dx.doi.org/10.35940/ijeat.b2090.1210220.
Texte intégralmohiuddin, Syed Mohammed, Mohammed moiz, Mohammed khaja moinuddin et 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 (30 juin 2021) : 120–30. http://dx.doi.org/10.26562/ijirae.2021.v0806.001.
Texte intégralR.PRABHAHAR, R. PRABHAHAR, et G. RAVICHANDRAN G.RAVICHANDRAN. « Optimal Planning and Scheduling in Multistoreyed Building ». Indian Journal of Applied Research 4, no 4 (1 octobre 2011) : 72–74. http://dx.doi.org/10.15373/2249555x/apr2014/255.
Texte intégralGupta, Diksha, et Deepti Hazari. « COMPARISON OF MULTISTOREY BUILDING USING RESPONSE SPECTRUM ANALYSIS IN DIFFERENT SEISMIC ZONES BY USING STAAD.PRO SOFTWARE ». YMER Digital 21, no 08 (8 août 2022) : 353–68. http://dx.doi.org/10.37896/ymer21.08/31.
Texte intégralHumar, J. L., et P. Kumar. « Torsional motion of buildings during earthquakes. II. Inelastic response ». Canadian Journal of Civil Engineering 25, no 5 (1 octobre 1998) : 917–34. http://dx.doi.org/10.1139/l98-032.
Texte intégralTrulsrud, Tonje Healey, Inger Andresen et 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.
Texte intégralSoni, Pranava, et Dr Rajeev Chandak. « Diagrid Based Multistorey Building Design and Durability Forecasting ». International Journal for Research in Applied Science and Engineering Technology 10, no 8 (31 août 2022) : 1280–85. http://dx.doi.org/10.22214/ijraset.2022.46413.
Texte intégralThèses sur le sujet "MULTISTOREYED BUILDINGS"
Widodo. « Rocking of multistorey buildings ». Thesis, University of Canterbury. Civil Engineering, 1995. http://hdl.handle.net/10092/5973.
Texte intégralCharng, Peng-Hsiang. « Base isolation for multistorey building structures ». Thesis, University of Canterbury. Civil Engineering, 1998. http://hdl.handle.net/10092/5851.
Texte intégralAhmad, 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.
Texte intégralRavi, 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.
Texte intégralFerrante, 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.
Texte intégralOne 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.
Texte intégralDWIVEDI, ARCHIT. « SEISMIC ANALYSIS OF MULTISTOREYED BUILDINGS WITH AND WITHOUT FLOATING COLUMNS ». Thesis, 2018. http://dspace.dtu.ac.in:8080/jspui/handle/repository/16253.
Texte intégralSINGH, REKHA. « PUSHOVER ANALYSIS OF MULTISTOREY BUILDING ». Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/14387.
Texte intégralChaku, Autar Kishen. « Seismic behaviour of pile supported multistorey buildings ». Thesis, 1989. http://localhost:8080/iit/handle/2074/5858.
Texte intégralChen, Kun-Yu, et 詹坤玉. « System Identification Theory of Torsionally Coupled Multistorey buildings ». Thesis, 2004. http://ndltd.ncl.edu.tw/handle/62575829412126250050.
Texte intégral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).
Livres sur le sujet "MULTISTOREYED BUILDINGS"
Steel-concrete structures for multistorey buildings. Amsterdam : Elsevier, 1991.
Trouver le texte intégralManual of Multistorey Timber Construction. Detail Business Information GmbH, The, 2018.
Trouver le texte intégralKaufmann, Hermann, Stefan Winter et Stefan Krötsch. Manual of Multistorey Timber Construction. Detail Business Information GmbH, The, 2018.
Trouver le texte intégralKaufmann, Hermann, Stefan Winter et Stefan Krötsch. Manual of Multistorey Timber Construction : Principles - Constructions - Examples. Detail Business Information GmbH, The, 2022.
Trouver le texte intégralKaufmann, Hermann, Stefan Winter et Stefan Krötsch. Manual of Multistorey Timber Construction : Principles - Constructions - Examples. Detail Business Information GmbH, The, 2022.
Trouver le texte intégralGAUTAM, Padma. Step by Step Rcc Design of Multistorey Buildings. Independently Published, 2020.
Trouver le texte intégralColwell, Sarah. Fire Performance of External Thermal Insulation for Walls of Multistorey Buildings. IHS BRE Press, 2013.
Trouver le texte intégralChapitres de livres sur le sujet "MULTISTOREYED BUILDINGS"
Bozdogan, Kanat Burak, et Duygu Ozturk. « A Hand Method for Assessment of Maximum IDR and Displacement of RC Buildings ». Dans Lecture Notes in Civil Engineering, 9–29. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_2.
Texte intégralBuchanan, Andrew H. « Fire Resistance of Multistorey Timber Buildings ». Dans Fire Science and Technology 2015, 9–16. Singapore : Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-0376-9_2.
Texte intégralGilbert, Raymond Ian, et Gianluca Ranzi. « Excessive Deflections and Cracking in the Reinforced Concrete Floor Slabs of the Silverton Building in Canberra ». Dans 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.
Texte intégralLyublinskiy, Valery, et Vladislav Struchkov. « Resistance of Vertical Joints During Torsion of Multistorey Buildings ». Dans Lecture Notes in Civil Engineering, 407–15. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-10853-2_38.
Texte intégralAlemdağ, Esra Lakot, et Figen Beyhan. « Energy Saving with Double-Skin Glazed Facades in Multistorey Buildings ». Dans 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.
Texte intégralRiley, Mike, et Alison Cotgrave. « External walls and claddings for multistorey and large-span commercial buildings ». Dans 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.
Texte intégralAbdullin, Vildan V., Dmitry A. Shnayder et Lev S. Kazarinov. « Identification of Multistorey Building’s Thermal Performance Based on Exponential Filtering ». Dans Transactions on Engineering Technologies, 501–12. Dordrecht : Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-8832-8_36.
Texte intégralSchrader, K. H., E. Reyer et O. A. Oji. « On earthquake resistant design of multistorey buildings stiffened by diaphragm action ». Dans Structural Dynamics, 435–42. London : Routledge, 2022. http://dx.doi.org/10.1201/9780203738085-63.
Texte intégralWdowicki, Jacek, Elżbieta Wdowicka et Zdzisław Pawlak. « Dynamic Analysis of Irregular Multistorey Shear Wall Buildings Using Continuous-Discrete Approach ». Dans 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.
Texte intégralBosco, Melina, Giovanna A. Ferrara, Aurelio Ghersi, Edoardo M. Marino et Pier Paolo Rossi. « Application of Nonlinear Static Method with Corrective Eccentricities to Multistorey Buildings : A Case Study ». Dans 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.
Texte intégralActes de conférences sur le sujet "MULTISTOREYED BUILDINGS"
Fiore, I. « An inhomogeneous inelastic beam-like model for dynamic analyses of multistorey buildings ». Dans AIMETA 2022. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902431-65.
Texte intégralVirbule, Inese, Dmitrijs Serdjuks et Karina Buka-Vaivade. « Simplified approach for analyse of shear walls for multistorey timber buildings ». Dans 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.
Texte intégralSamanta, Mircea Paul. « ROMANIAN MULTISTOREY APARTMENT BUILDINGS � BETWEEN RETROFITTING AND RENOVATION ». Dans 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.
Texte intégralManisha, Nayana N. Patil et H. M. Rajashekar Swamy. « Seismic analysis of multistoreyed building and retrofitting using different bracing systems ». Dans PROCEEDINGS OF INTERNATIONAL CONFERENCE ON ADVANCES IN MATERIALS RESEARCH (ICAMR - 2019). AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0024373.
Texte intégralGaetani d'Aragona, Marco, Maria Polese et Andrea Prota. « INFLUENCE FACTORS FOR THE ASSESSMENT OF MAXIMUM LATERAL SEISMIC DEFORMATIONS IN ITALIAN MULTISTOREY RC BUILDINGS ». Dans 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.
Texte intégralCalderon Jimenez, Maxwell J., Kelvin Arana et Marvin R. Arias. « Outdoor-to-Indoor propagation mechanisms in multistorey building for 0.85 GHz and 1.9 GHz bands ». Dans 2017 IEEE 37th Central America and Panama Convention (CONCAPAN XXXVII). IEEE, 2017. http://dx.doi.org/10.1109/concapan.2017.8278522.
Texte intégralJUANGJANDEE, WARANGKANA, VICKI STEVENSON et ESHRAR LATIF. « KEY FACTORS OF OCCUPANTS’ BEHAVIOUR CHARACTERISTICS AND INDOOR AIR QUALITY PERCEPTION ON OCCUPANCY COMFORT IN MULTISTOREY RESIDENTIAL BUILDINGS IN THAILAND ». Dans ECO-ARCHITECTURE 2022. Southampton UK : WIT Press, 2022. http://dx.doi.org/10.2495/arc220061.
Texte intégralTripepi, Concetta, Francesco Nucera, Lawrence A. Bergman, D. Michael McFarland et Alexander F. Vakakis. « Application of Targeted Energy Transfer (TET) Techniques to the Seismic Protection of a Small Scale Multistorey Eccentric Steel Structure ». Dans 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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