Littérature scientifique sur le sujet « MID RISE BUILDING »
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Articles de revues sur le sujet "MID RISE BUILDING"
Ngenge, Jean Pierre Lukongo, et Fatemeh Nouban. « An overview and a WBS template for construction planning of mid-rise buildings ». International Journal of Advanced Engineering, Sciences and Applications 1, no 2 (30 avril 2020) : 18–25. http://dx.doi.org/10.47346/ijaesa.v1i2.21.
Texte intégralTuure, Antti, et Hüseyin Emre Ilgın. « Space Efficiency in Finnish Mid-Rise Timber Apartment Buildings ». Buildings 13, no 8 (17 août 2023) : 2094. http://dx.doi.org/10.3390/buildings13082094.
Texte intégralNgenge, Jean Pierre Lukongo, et Abdallah M. S. Wafi. « Assessment of plastic hinge in RC structures with and without shear walls applying pushover analysis ». International Journal of Advanced Engineering, Sciences and Applications 1, no 1 (30 janvier 2020) : 11–18. http://dx.doi.org/10.47346/ijaesa.v1i1.27.
Texte intégralAl-Zaidee, Salah Rohaima, et Alfadhel Basil Kasim. « Wind Interference Effect for Overall Design Load on Mid-Rise Building ». Journal of Engineering 24, no 5 (1 mai 2018) : 98. http://dx.doi.org/10.31026/j.eng.2018.05.07.
Texte intégralBilgin, Hüseyin, et Rezarta Uruçi. « Effects of structural irregularities on low and mid-rise RC building response ». Challenge Journal of Structural Mechanics 4, no 2 (9 juin 2018) : 33. http://dx.doi.org/10.20528/cjsmec.2018.02.001.
Texte intégralSuyanto, Ika Rahmawati. « Perilaku Cross-Laminated Timber (CLT) Sebagai Material Utama Bangunan Tingkat Menengah Tahan Gempa di Indonesia ». Rekayasa Sipil 14, no 3 (25 octobre 2020) : 204–10. http://dx.doi.org/10.21776/ub.rekayasasipil.2020.014.03.6.
Texte intégralCai, Zhi, Yan Tang, Kai Chen et Guifeng Han. « Assessing the Heat Vulnerability of Different Local Climate Zones in the Old Areas of a Chinese Megacity ». Sustainability 11, no 7 (5 avril 2019) : 2032. http://dx.doi.org/10.3390/su11072032.
Texte intégralKamal, Muhammet, et Mehmet Inel. « Correlation between Ground Motion Parameters and Displacement Demands of Mid-Rise RC Buildings on Soft Soils Considering Soil-Structure-Interaction ». Buildings 11, no 3 (19 mars 2021) : 125. http://dx.doi.org/10.3390/buildings11030125.
Texte intégralLien, Anne Gunnarshaug. « Costs and Procurement for Cross-Laminated Timber in Mid-Rise Buildings ». Journal of Sustainable Architecture and Civil Engineering 25, no 2 (9 juillet 2019) : 43–52. http://dx.doi.org/10.5755/j01.sace.25.2.22099.
Texte intégralIşık, Ercan, İbrahim Baran Karaşin, Alper Demirci et Aydın Büyüksaraç. « Seismic risk priorities of site and mid-rise RC buildings in Turkey ». Challenge Journal of Structural Mechanics 6, no 4 (20 décembre 2020) : 191. http://dx.doi.org/10.20528/cjsmec.2020.04.004.
Texte intégralThèses sur le sujet "MID RISE BUILDING"
Robertson, Adam Blake. « A comparative life cycle assessment of mid-rise office building construction alternatives : laminated timber or reinforced concrete ». Thesis, University of British Columbia, 2011. http://hdl.handle.net/2429/36433.
Texte intégralMorgan, Jessica L. « Have wind design provisions become too complicated ? a look at the progression of design provisions for mid-rise buildings ». Manhattan, Kan. : Kansas State University, 2009. http://hdl.handle.net/2097/1513.
Texte intégralTan, Mustafa Tumer. « Seismic Strengthening Of A Mid-rise Reinforced Concrete Frame Using Cfrps : An Application From Real Life ». Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610562/index.pdf.
Texte intégralmer M.S., Department Of Civil Engineering Supervisor: Prof. Dr. Gü
ney Ö
zcebe Co-Supervisor: Assoc. Prof. Dr. BariS Binici May 2009, 162 pages FRP retrofitting allows the utilization of brick infill walls as lateral load resisting elements. This practical retrofit scheme is a strong alternative to strengthen low to mid-rise deficient reinforced concrete (RC) structures in Turkey. The advantages of the FRP applications, to name a few, are the speed of construction and elimination of the need for building evacuation during construction. In this retrofit scheme, infill walls are adopted to the existing frame system by using FRP tension ties anchored the boundary frame using FRP dowels. Results of experiments have previously shown that FRP strengthened infill walls can enhance lateral load carrying capacity and reduce damage by limiting interstory drift deformations. In previous, analytical studies, a detailed mathematical model and a simplified version of the model for compression struts and tension ties was proposed and verified by comparing model estimations with test results. In this study, an existing 9-storey deficient RC building located in Antakya was chosen to design and apply a hybrid strengthening scheme with FRPs and reduced number of shear walls. Linear elastic analysis procedure was utilized (force based assessment technique) along with the rules of Mode Superposition Method for the reftrofit design. FRP retrofit scheme was employed using the simplified model and design was conducted such that life safety performance criterion is satisfied employing elastic spectrum with 10% probability of exceedance in 50 years according to the Turkish Earthquake Code 2007. Further analytical studies are performed by using Modal Pushover and Nonlinear Time-History Analyses. At the end of these nonlinear analyses, performance check is performed according to Turkish Earthquake Code 2007, using the strains resulting from the sum of yield and plastic rotations at demand in the critical sections. CFRP retrofitting works started at October 2008 and finished at December 2008 for the building mentioned in this study. Eccentric reinforced concrete shearwall installation is still being undertaken. All construction business is carried out without evacuation of the building occupants. This project is one of the first examples of its kind in Turkey. Keywords: CFRP, Carbon Fiber Reinforced Polymers, Masonry Infill Walls, Reinforced Concrete Infill Walls, Mid-Rise Deficient Structures, Turkish Earthquake Code 2007, Modal Pushover Analysis, Nonlinear Time History Analysis, Linear Elastic Building Assessment
Lin, Xuchuan. « Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel ». 京都大学 (Kyoto University), 2012. http://hdl.handle.net/2433/161010.
Texte intégralRybkowski, Zofia Kristina. « Toward energy sustainability in Hong Kong : a life-cycle cost analysis case study on low thermal energy transfer envelopes for a mid-rise commercial building / ». View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20RYBKOW.
Texte intégralIncludes bibliographical references (leaves 96-102). Also available in electronic version. Access restricted to campus users.
Pesic, Nikola. « Geo-climatic potential for advanced natural ventilation comfort cooling approach in mid-rise office buildings in the north-western Mediterranean ». Doctoral thesis, Universitat Politècnica de Catalunya, 2020. http://hdl.handle.net/10803/670793.
Texte intégralEl objetivo de esta investigación es evaluar el potencial geo-climático para el ahorro de energía de enfriamiento de confort en los edificios de oficinas de mediana altura aplicando el concepto de ventilación natural avanzada (ANV). El enfoque es en la costa Mediterránea de Cataluña y las ubicaciones geográficas seleccionadas: Barcelona, Terrassa y Tarragona. La primera parte de investigación evalúa el potencial climático de ventilación natural (CPNV), un nivel teórico de disponibilidad de ventilación natural (NV) aplicando el modelo de confort térmico adaptativo. Para una comparación de los potenciales geo-climáticos en un contexto regional más amplio, están elegidas las ubicaciones a lo largo del Mediterráneo Norte: Valencia, Marsella, Roma, Koper, Split, Atenas y Nicosia. Los resultados confirman que NV es factible principalmente desde abril hasta octubre, mientras que en julio y agosto es considerablemente limitada. La segunda parte del trabajo examina los ahorros de energía de enfriamiento de un hipotético modelo “A” del edificio de oficinas de media altura. Las simulaciones de rendimiento de edificios (BPS) en la región de Cataluña demuestran una reducción anual de cargas de enfriamiento entre 22% y 51%. El mismo modelo posicionado a lo largo del Mediterráneo Norte muestra la reducción de las cargas anuales en un rango más amplio, entre 6% y 51%. La siguiente sección evalúa los niveles de vulnerabilidad al cambio climático aplicando escenarios climáticos para los años 2050 y 2080. Se indica que el potencial de ANV se reducirá cerca de cero en julio y agosto de 2080. Sin embargo, la introducción de unas técnicas de enfriamiento asistidas demuestra que ese impacto puede ser absorbido aproximadamente a la escala previamente evaluada en el horizonte de 2050. La última parte de investigación exhibe que el modelo “B” tiene un mejor nivel de la eficiencia energética del enfriamiento de confort: se fusionan técnicas de NV seleccionadas para aprovechar las temperaturas exteriores nocturnas más bajas por medios pasivos, cuyo potencial se refleja sobre la disminución de las cargas de enfriamiento activo diurno. Para este propósito, el modelo posicionado en Barcelona consigue la reducción anual de las cargas de enfriamiento en un 65% en las condiciones meteorológicas actuales. En conclusión, bajo las configuraciones climáticas proyectadas para 2050 y 2080, en Barcelona, Terrassa y Tarragona, la serie de BPS muestra un mayor nivel de resiliencia climática con la reducción de las cargas de enfriamiento entre 53% y 59%. El aporte clave de la investigación se encuentra en BPS experimentales del modelo “A” donde se detectan las debilidades del sistema ANV como consecuencia del cambio climático estimado. En relación con los rendimientos de enfriamiento limitados, ANV se cambia de un concepto autónomo a ser parte de un sistema de ventilación más complejo con los ciclos específicos diurnos y nocturnos. Este nuevo enfoque de diseño establecido basado en el almacenamiento dinámico de calor se asocia con una introducción del aire exterior con temperaturas más bajas durante la noche y las primeras horas de la mañana, como menos afectado por el futuro cambio climático regional. Un impulso ventajoso logrado en el desempeño energético se categoriza a través de las fortalezas y oportunidades. Por lo tanto, el modelo "B" representa la forma del edificio receptivo al clima con un sistema de enfriamiento de confort integrado sensible, lo que ofrece un mayor nivel de eficiencia energética, visto también como un factor adquirido de resiliencia frente a las amenazas estimadas del cambio climático. Tal prototipo de edificio hipotético puede resultar como un contribuyente beneficioso en el proceso actual de despliegue rápido de fuentes de energía renovables en el sector de la construcción regional, observado también desde la perspectiva de la transición energética en curso de la Unión Europea
Cook, Jason A. (Jason Andrew). « Structural steel framing options for mid- and high rise buildings ». Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/34634.
Texte intégralIncludes bibliographical references.
Selecting a structural system for a building is a complex, multidisciplinary process. No design project is the same; however, there are certain criteria that are commonly true in the initial phase of evaluating different structural schemes. These criteria encompass all aspects of a full, functioning building, forcing the design team to be creative in their approach of satisfying all facets. An investigation was carried out for several structural steel framing options available to designers. The schemes describe how each successfully resist lateral loads explaining the advantages and disadvantages of each. Many of the structural design tools available for initial structural system evaluation are strength based. The demand for cheaper, more efficient and taller structures has paved the way for performance based design. A simple cantilever beam performance based analysis was utilized to evaluate three common structural framing schemes in order to gain a better understanding of the performance of each. Results give recommendations for efficient structural solutions for proposed buildings as a function of height.
by Jason A. Cook.
M.Eng.
Kuo, Chuan-Hua. « Impact of cladding on mid-rise buildings in the Northridge Earthquake ». Thesis, Massachusetts Institute of Technology, 2009. http://hdl.handle.net/1721.1/51570.
Texte intégralIncludes bibliographical references (p. 58-59).
In this thesis, the importance of cladding panels on mid-rise buildings in an earthquake-prone region is investigated. A cladding panel acts as a protective or an insulating layer to control weather infiltration. The Northridge Earthquake, which took place on January 17, 1994, caused numerous heavy cladding panels to fall off the walls of residential and commercial buildings. The failure of these panels was a result of an insufficient understanding of the cladding behaviors as a subsystem in the three-dimensional framing system. Cladding is designed to be isolated from the structural frame movement during an earthquake. However, numerous studies have concluded that cladding interacts with the structural frame in providing lateral resistance. The advantages and disadvantages of different cladding materials, cladding systems, and cladding connections are presented in this thesis. The effects of cladding on mid-rise buildings in the Northridge Earthquake in the Los Angeles area are simulated in this study. Motion resistance contributed from cladding in a particular mid-rise building, a 19-story office building in downtown Los Angeles, is investigated. Analyses of clad models and unclad models are carried out, and clad models are discovered to displace less than unclad models. Therefore, cladding is able to contribute lateral motion resistance to a building during an earthquake, and structural engineers should include cladding in their analysis models when designing a building.
by Chuan-Hua Kuo.
M.Eng.
Muthukumar, Subrahmanyam. « The application of advanced inventory techniques in urban inventory data development to earthquake risk modeling and mitigation in mid-America ». Diss., Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/26662.
Texte intégralCommittee Chair: French, Steven P.; Committee Member: Drummond, William; Committee Member: Goodno, Barry; Committee Member: McCarthy, Patrick; Committee Member: Yang, Jiawen. Part of the SMARTech Electronic Thesis and Dissertation Collection.
Schmitt, Rivera Cristián. « Expanding opportunities for mid-rise buildings in Chile through the application of timber panel systems ». Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/43513.
Texte intégralLivres sur le sujet "MID RISE BUILDING"
National Maritime Foundation (New Delhi, India), dir. Maritime power building : New 'mantra' for China's rise. New Delhi : Pentagon Press, 2015.
Trouver le texte intégralDuncan, Hill, Scanada Consultants Limited, Innovation Centre for High-Rise and Multiples (Canada) et Canada Mortgage and Housing Corporation., dir. Field investigations of indoor environment and energy usage in mid-rise residential buildings : Report. [Ottawa : Innovation Centre for High-Rise and Multiples, 1997.
Trouver le texte intégralCanada Mortgage and Housing Corporation., dir. Field testing to characterize suite ventilation in recently constructed mid- and high-rise residential buildings. [Ottawa] : CMHC, 1999.
Trouver le texte intégralGünther, Hans-Peter, dir. Use and Application of High-Performance Steels for Steel Structures. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2005. http://dx.doi.org/10.2749/sed008.
Texte intégralBernard, Seth. The Labor Supply of Mid-Republican Rome. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190878788.003.0006.
Texte intégralAbebe, Adem, Sumit Bisarya, Elliot Bulmer, Erin Houlihan et Thibaut Noel. Annual Review of Constitution-Building : 2019. International Institute for Democracy and Electoral Assistance, 2020. http://dx.doi.org/10.31752/idea.2020.67.
Texte intégralAbebe, Adem, Anna Dziedzic, Asanga Welikala, Erin C. Houlihan, Joelle Grogan, Kimana Zulueta-Fülscher, Thibaut Noël et Zaid Al-Ali. Annual Review of Constitution-Building : 2020. International Institute for Democracy and Electoral Assistance (International IDEA), 2021. http://dx.doi.org/10.31752/idea.2021.102.
Texte intégralStaff, ASHRAE (Firm). ASHRAE Design Guide for Low- to Mid-Rise Multifamily Residential Buildings. ASHRAE, 2020.
Trouver le texte intégralChan, Emily Ying Yang. Building Bottom-up Health and Disaster Risk Reduction Programmes. Oxford University Press, 2018. http://dx.doi.org/10.1093/med/9780198807179.001.0001.
Texte intégralMurray, Virginia, Amina Aitsi-Selmi et Alex G. Stewart. Global disasters and risk reduction strategies. Oxford University Press, 2016. http://dx.doi.org/10.1093/med/9780198745471.003.0028.
Texte intégralChapitres de livres sur le sujet "MID RISE BUILDING"
Motiani, Ronak, Dharmil Joshi, Sandip A. Vasanwala, Kavan Bhatt et Jaimin Korat. « Seismic Vulnerability Assessment of Mid-rise Reinforced Concrete Building in Ahmedabad ». Dans Advances in Intelligent Systems and Computing, 161–70. Singapore : Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-1966-2_14.
Texte intégralTaylor, Tim, et Alan Dorin. « From Idea to Reality : Designing and Building Self-Reproducing Machines in the Mid-20th Century ». Dans Rise of the Self-Replicators, 41–68. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-48234-3_5.
Texte intégralJacinto, Jhun M., Orlean G. Dela Cruz et Ernesto J. Guades. « Cold-Formed Steel Structure for Mid-Rise Residential Building : A Literature Review ». Dans Advances in Civil Engineering Materials, 37–51. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8024-4_4.
Texte intégralMessa, Virginie, Ivanka Iordanova et Carlo Carbone. « Information Management in Off-Site Construction : Case Study of Mid-Rise Building Construction in Québec ». Dans Lecture Notes in Civil Engineering, 159–67. Singapore : Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0968-9_13.
Texte intégralMidrar, Mahrukh, et Vicki L. Brown. « Comparison of Steel and GFRP Reinforcement in the Analysis and Design of a Mid-rise Building ». Dans Lecture Notes in Civil Engineering, 1663–72. Cham : Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-32519-9_167.
Texte intégralVielma, Juan Carlos, Angely Barrios et Anny Alfaro. « Numerical Study of the Seismic Response of a Mid-Rise RC Building Damaged by 2009 Tucacas Earthquake ». Dans Earthquakes and Their Impact on Society, 345–61. Cham : Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-21753-6_12.
Texte intégralNugroho, L. Z., C. K. Chiu, F. P. Hsiao et S. Gautama. « Reliability-Based Constant-Damage Ductility Demand Spectra of Mid-Rise RC Building Structures Using Modified Equivalent Linearization Method ». Dans Lecture Notes in Civil Engineering, 759–69. Singapore : Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_72.
Texte intégralBadry, Pallavi, et Ravi Shankar Badry. « Seismic Soil Structure Interaction Analysis of Rigid Piled Isolated Footing for Mid Rise Building in a Weak Soil ». Dans Dynamic Soil-Structure Interaction for Sustainable Infrastructures, 27–39. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01920-4_3.
Texte intégralPetrovčič, Simon, Petra Prašnikar et Vojko Kilar. « Seismic Performance and Retrofit of a Mid-Rise Post-second World War Residential Building Made of Unreinforced Masonry ». Dans RILEM Bookseries, 929–43. Cham : Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-39603-8_75.
Texte intégralAhmad, Anwar, et Lindita Bande. « AI Application in Architecture in UAE : Optimization of Parametric Structure as a Retrofit Strategy of a Mid-rise Residential Building in Downtown Abu Dhabi ». Dans Lecture Notes in Computer Science, 301–13. Cham : Springer Nature Switzerland, 2022. http://dx.doi.org/10.1007/978-3-031-18158-0_22.
Texte intégralActes de conférences sur le sujet "MID RISE BUILDING"
Saitta, Fernando, Paolo Clemente, Giacomo Buffarini et Giovanni Bongiovanni. « SEISMIC ANALYSIS AND RETROFIT OF A MID-RISE BUILDING ». Dans 5th 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, 2015. http://dx.doi.org/10.7712/120115.3667.925.
Texte intégralEdip, Kemal, Jordan Bojadjiev, Done Nikolovski et Julijana Bojadjieva. « SEISMIC SOIL-STRUCTURE INTERACTION EFFECTS ON A HIGH RISE RC BUILDING ». Dans 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.62.
Texte intégralBrzev, Svetlana, Predrag Blagojević et Radovan Cvetković. « SEISMIC RETROFITTING OF POST-WWII MID-RISE UNREINFORCED MASONRY RESIDENTIAL BUILDINGS IN THE BALKANS ». Dans 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.90.
Texte intégralNakamizo, Daiki, Seiya Kimura et Yuichi Koitabashi. « Structural design of an over-track building with mid-story isolation ». Dans 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.2021.1304.
Texte intégralDao, Thang Nguyen, et John W. van de Lindt. « Seismic Performance of an Innovative Light-Gauge Cold-Formed Steel Mid-Rise Building ». Dans Structures Congress 2012. Reston, VA : American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.133.
Texte intégralBita, Hercend Mpidi, Robert Malczyk et Thomas Tannert. « Alternative Load Path Analyses for Mid-Rise Post and Beam Mass Timber Building ». Dans Structures Congress 2020. Reston, VA : American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482896.008.
Texte intégralArasakulasooriya, K. K., P. Sridarran et T. Sivanuja. « Strategies to implement lean maintenance concept for high-rise commercial buildings in Sri Lanka ». Dans World Construction Symposium - 2023. Ceylon Institute of Builders - Sri Lanka, 2023. http://dx.doi.org/10.31705/wcs.2023.79.
Texte intégralScaini, Chiara, Bojana Petrovic, Maria Rosaria Gallipoli, Giuseppe Calamita, Nicola Tragni, Carla Barnaba, Marco Vona et Stefano Parolai. « FRIBAS : A PARAMETRIC DATABASE OF BUILDING AND SOIL FEATURES INCLUDING THE FUNDAMENTAL FREQUENCY OF RESONANCE ». Dans 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.57.
Texte intégralBlough, Lawrence, et Simone Giostra. « Solar Sculpting : Building Form & ; Energy ». Dans 2021 ACSA Teachers Conference. ACSA Press, 2021. http://dx.doi.org/10.35483/acsa.teach.2021.18.
Texte intégralPendleton, Ian. « NHNY Via Verde – A New Design Standard For Affordable Housing ». Dans IABSE Congress, New York, New York 2019 : The Evolving Metropolis. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0271.
Texte intégralRapports d'organisations sur le sujet "MID RISE BUILDING"
Sun, Ruofei, Guruprasad N. Rao, Diego Echeverry et Simon Kim. A Prototype Construction Duration Estimating System (CODES) for Mid-Rise Building Construction. Fort Belvoir, VA : Defense Technical Information Center, juillet 1991. http://dx.doi.org/10.21236/ada240003.
Texte intégralRahmani, Mehran, et Manan Naik. Structural Identification and Damage Detection in Bridges using Wave Method and Uniform Shear Beam Models : A Feasibility Study. Mineta Transportation Institute, février 2021. http://dx.doi.org/10.31979/mti.2021.1934.
Texte intégralTull, Kerina. Social Inclusion and Immunisation. Institute of Development Studies (IDS), février 2021. http://dx.doi.org/10.19088/k4d.2021.025.
Texte intégralВеликодна, Мар’яна Сергіївна. Psychoanalytic Study on Psychological Features of Young Men «Millionaires» in Modern Provincial Ukraine. Theory and Practice of Modern Psychology, 2020. http://dx.doi.org/10.31812/123456789/3873.
Texte intégral