Academic literature on the topic 'Rehabilitation of structures'

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Journal articles on the topic "Rehabilitation of structures"

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Prof. Y. R. Suryavanshi, Prof Y. R. Suryavanshi, Vardan Chandnani, Prasad Dhumal, Sohabran Singh Pundir, and Abhishek Shah. "A Study of Rehabilitation of Exisisting Concrete Structures." Global Journal For Research Analysis 3, no. 4 (2012): 79–81. http://dx.doi.org/10.15373/22778160/apr2014/25.

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Uddin, Saif, Talha Ahmed Safwan, Younus Farooqui, Basavaraj paruti, and Mohammed Safiuddin. "Rehabilitation of Ancient Structures." International Journal of Civil Engineering 4, no. 4 (2017): 38–42. http://dx.doi.org/10.14445/23488352/ijce-v4i4p108.

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Pomeroy, C. D. "Rehabilitation of concrete structures." Materials and Structures 26, no. 3 (1993): 185–89. http://dx.doi.org/10.1007/bf02472937.

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Cicciù, Marco. "Bioengineering Methods of Analysis and Medical Devices: A Current Trends and State of the Art." Materials 13, no. 3 (2020): 797. http://dx.doi.org/10.3390/ma13030797.

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Implantology, prosthodontics, and orthodontics in all their variants, are medical and rehabilitative medical fields that have greatly benefited from bioengineering devices of investigation to improve the predictability of clinical rehabilitations. The finite element method involves the simulation of mechanical forces from an environment with infinite elements, to a simulation with finite elements. This editorial aims to point out all the progress made in the field of bioengineering and medicine. Instrumental investigations, such as finite element method (FEM), are an excellent tool that allows the evaluation of anatomical structures and any facilities for rehabilitation before moving on to experimentation on animals, so as to have mechanical characteristics and satisfactory load cycle testing. FEM analysis contributes substantially to the development of new technologies and new materials in the biomedical field. Thanks to the 3D technology and to the reconstructions of both the anatomical structures and eventually the alloplastic structures used in the rehabilitations it is possible to consider all the mechanical characteristics, so that they could be analyzed in detail and improved where necessary.
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Martinné Dörömbözi, Piroska. "Reinforcing and rehabilitation of stone structures." Epitoanyag - Journal of Silicate Based and Composite Materials 59, no. 3 (2007): 77–81. http://dx.doi.org/10.14382/epitoanyag-jsbcm.2007.12.

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Mikulica, Karel, Martin Labaj, and Rudolf Hela. "Rehabilitation of Floor Structures Using Foam Concrete." Procedia Engineering 195 (2017): 108–13. http://dx.doi.org/10.1016/j.proeng.2017.04.531.

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Swamy, R. N. "Assessment and rehabilitation of AAR-affected structures." Cement and Concrete Composites 19, no. 5-6 (1997): 427–40. http://dx.doi.org/10.1016/s0958-9465(97)00035-8.

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Bob, Corneliu. "Rehabilitation of existing structures in seismic zones." Progress in Structural Engineering and Materials 3, no. 4 (2001): 353–59. http://dx.doi.org/10.1002/pse.101.

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Bob, Corneliu, Liana Bob, Victor Florea, and Aurelian Gruin. "New Techniques for Rehabilitation of Masonry Structures." IABSE Symposium Report 90, no. 12 (2005): 16–22. http://dx.doi.org/10.2749/222137805796270333.

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Bhuyar, Mr Shubham. "Rehabilitation of Load Bearing Structures without Dismantle." International Journal for Research in Applied Science and Engineering Technology 9, no. 5 (2021): 154–58. http://dx.doi.org/10.22214/ijraset.2021.34075.

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Dissertations / Theses on the topic "Rehabilitation of structures"

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Rowan, Andrew George. "Repair and rehabilitation of reinforced concrete harbour structures." Master's thesis, University of Cape Town, 2007. http://hdl.handle.net/11427/5004.

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Includes bibliographical references.<br>Damage to reinforced concrete infrastructure due to chloride-induced corrosion is widespread throughout the marine environment in South Africa. This thesis is an investigation into four current concrete repair contracts at harbours in the Western Cape. The works are critiqued in terms of repair philosophy and methodology, and recommendations are made for improving practice. A literature review is presented, outlining the relevant background to the chlorideinduced corrosion of reinforcing steel, specifically in the marine environment. Damage assessment tools and techniques are also presented, and the different repair options that are most common in practice are discussed. The contract documentation for the four contracts is reviewed, and it is highlighted that while the bulk of the project specification is identical, the major differences in the documentation from the four contracts are in the quality and level of detail of the construction drawings. The individual repair methods chosen for various concrete elements are described in detail and commented on in terms of concrete durability. Forensic testing results in the forms of chloride profiling and corrosion inhibitor testing at two locations are presented.
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Cromie, James Alexander. "Modelling the electrochemical rehabilitation of chloride contaminated reinforced concrete bridge structures." Thesis, University of Ulster, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.342317.

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Jin, Sung-Jun. "Reliability-based characterization of prefabricated FRP composites for rehabilitation of concrete structures." Diss., Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC campuses, 2008. http://wwwlib.umi.com/cr/ucsd/fullcit?p1454175.

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Thesis (M.S.)--University of California, San Diego, 2008.<br>Title from first page of PDF file (viewed August 1, 2008). Available via ProQuest Digital Dissertations. Includes bibliographical references (p. 190-193).
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Ravesloot, Todd M. "Redeemer Presbyterian Church, Indianapolis, Indiana : a rehabilitation plan." Virtual Press, 2004. http://liblink.bsu.edu/uhtbin/catkey/1292987.

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The structure now owned by Redeemer Presbyterian Church in Indianapolis, IN was built in 1903 at 16th and Delaware Streets by a very prominent congregation, the First Presbyterian Church. Since its construction, the building has been subject to a rehabilitation that destroyed many historic features of the building, followed by abandonment that led to its overall deterioration. For the past four years the building has been occupied once again following a partial rehabilitation.This study found that the building was historically intact on the exterior, but problems such as the deterioration of the limestone were threatening the overall integrity of the structure. The interior, which had been subject to many alterations as part of a 1958 renovation, was fully functional and in good condition but was missing many historic features.This study makes recommendations for repairs on the exterior and an interior rehabilitation that restores some missing historic features, and promotes the retention and stewardship of the existing historic features within the building.<br>Department of Architecture
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Svoboda, Aaron Dennis. "Effects of Urban River Rehabilitation Structures on the Fish Community of the Ottawa River, Ohio." University of Toledo / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1418323740.

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Schuman, Paul Michael. "Mechanical anchorage for shear rehabilitation of reinforced concrete structures with FRP : an appropriate design approach /." Diss., Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC IP addresses, 2004. http://wwwlib.umi.com/cr/ucsd/fullcit?p3158466.

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Heimbach, Laurie Jo Rankin. "A drug rehabilitation center for women with children." Thesis, Virginia Polytechnic Institute and State University, 1994. http://hdl.handle.net/10919/53376.

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The design of a drug rehabilitation center for women with children incorporated the treatment theories of therapeutic communities. At the time this center was designed, only two facilities of this type were in use specifically for women. The Washington metropolitan area was in need of such a treatment program for women. Three architectural concepts were studied which were appropriate for this type of facility: threshold, community and natural light. Threshold became a symbol for change. The development of a small community within was the unifying concept for this project. Natural light was developed as an important element which is a healing medicine for the psychological and mental health of a person. Society needs to deal with the problem of drugs and the hold they take on people. It is no longer responsible for us to turn our heads from this affliction. Facilities such as the one developed in this thesis will help mothers overcome their addictions, while obtaining some family cohesion. The children that are able to participate with their mothers will hopefully avoid the same mistakes their own mothers made. One day they may grow up to become responsible, contributing parents and citizens.<br>Master of Architecture
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Jiménez, Pacheco Julio. "Behavior of steel-to-concrete connections for use in repair and rehabilitation of reinforced concrete structures /." Full-text Adobe Acrobat (PDF) file, 1992. http://www.engr.utexas.edu/research/fsel/FSEL_reports/Thesis/Jimenez-Pacheco,%20Julio.pdf.

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Brito, Leandro Dussarrat. "Patologia em estruturas de madeira: metodologia de inspeção e técnicas de reabilitação." Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-18122014-090958/.

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Nesse trabalho foram estudadas de maneira sistematizada em manifestações patológicas em estruturas de madeira, em pesquisas de metodologias de inspeção com base nas técnicas não destrutivas (NDT), e técnicas de reabilitação. Com base na Categoria de uso do projeto de revisão da NBR 7190:2011, de acordo com a região em que os elementos estruturais de madeira envolvidos estão expostos, é apresentada uma metodologia para avaliação do Potencial de Risco de Biodeterioração em função das Classes de Risco, e uma metodologia de Classe de Prioridade de Intervenção, em função da eminência de risco, detectada. Como contribuição é proposta uma Metodologia de Inspeção Visual Detalhada com imagens digitais assistidas via sistema CAD, que foi validada com o uso do Resistograph® IML-RESI-F500. Como contribuições originais em técnicas de reabilitação, foram propostos dois Estudos de Caso distintos. No Estudo de Caso R1 foram propostas duas técnicas de reabilitação em vigas MLC com parafusos auto-atarraxantes, uma de ligação momento-resistente em próteses de MLC (R1-MLC1) e outra de ligações por cisalhamento em delaminações e fendas longitudinais (R1-MLC2). Já no Estudo de Caso R2, com ênfase para reabilitação da Passarela Pênsil de Piracicaba, foram propostas duas técnicas de reabilitação originais, sendo a Proposta R2-CJ1 com cobrejuntas justapostas pregadas e a Proposta R2-CJ2 além das cobrejuntas as regiões parcialmente biodeterioradas em zonas comprimidas de vigas de Eucalyptus citriodora foram reconstituídas com adesivo estrutural epoxídico, sendo que o Estado Limite dos resultados experimentais de flexão é garantido pelo efeito de incremento de força. No Apêndice A são apresentados os principais estudos de inspeções realizados em campo de 15 estruturas, e no Apêndice B uma coletânea com referências em exemplificações de técnicas de reabilitação, estudadas por renomados pesquisadores do Brasil e do Exterior. Os estudos bibliográficos, de campo e de laboratório mostraram que a Metodologia de Inspeção e as Técnicas de Reabilitação propostas são adequadas para aplicações na avaliação de patologias e conservação de elementos estruturais de madeira.<br>In this work was studied in a systematic way in pathological manifestations in timber structures in research inspection methodologies based on non-destructive techniques (NDT), and rehabilitation techniques. Based on the Category of Use by design revision of ABNT NBR 7190:2011, according to the region where the timber structural members involved are exposed, a methodology is presented to evaluate the Potential Risk of biodeterioration due Classes of Risk and a methodology for Priority Class of Intervention, depending on the eminence of risk detected. As a contribution, it was proposed a Detailed methodology Visual Inspection with digital images assisted by CAD system, which was validated using the Resistograph® IML-RESI-F500. As original contributions in rehabilitation techniques has been proposed two different Case Studies. In Case Study R1 it was proposed two rehabilitation techniques in MLC beams with self-tapping screws, one moment-resisting connection prostheses MLC (R1-MLC1) and other connections for shear in longitudinal checks and delaminations (R1-MLC2 ). In the Case Study R2, with emphasis on rehabilitation Suspension Footbridge of Piracicaba, two original rehabilitation techniques were proposed, the Proposal R2-CJ1 nailed scabbing and the Proposal R2-CJ2 beyond nailed scabbing the regions partially biodeteriored in compressed zones beams Eucalyptus citriodora were reconstituted with epoxy structural adhesive, where in the Limit-state of experimental results static bending is ensured by the effect of increasing force. It was presented in Appendix A of the main studies of inspections conducted in situ of 15 timber structures, and Appendix B references a collection with exemplifications of Rehabilitation Techniques, studied by renowned researchers from Brazil and abroad. Bibliographic studies, field in situ and laboratory showed that the Inspection Methodology and Rehabilitation Techniques proposals are suitable for applications in the evaluation of pathologies and conservation of timber structural members.
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Potts, Dale L. "Interior rehabilitation of alley-type structures : sensitivity to Americans with Disabilities Act and Leadership in Energy and Environmental Design." Virtual Press, 2005. http://liblink.bsu.edu/uhtbin/catkey/1313947.

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The focus of this creative project is the interior rehabilitation of Renaissance Place, a historic alley-type structure in Downtown Muncie, Indiana, circa. 1895. The emphasis is on the rehabilitation of three of the six units with sensitivity to Americans with Disabilities Act (ADA) and Leadership in Energy and Environmental Design (LEED). Digital lighting studies of the interior space are completed for different times of the year by using a program called Accurender 3. The techniques and products introduced through this project will be presented to the owner. The final product is also intended to be inspirational for other individuals rehabilitating similar structures with desire to incorporate ADA and LEED guidelines.<br>Department of Family and Consumer Sciences
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Books on the topic "Rehabilitation of structures"

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Bakhoum, Mourad M., and Juan A. Sobrino, eds. Case Studies of Rehabilitation, Repair, Retrofitting, and Strengthening of Structures. International Association for Bridge and Structural Engineering (IABSE), 2010. http://dx.doi.org/10.2749/sed012.

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&lt;p&gt;This document provides case studies of structural rehabilita-tion, repair, retrofitting, strengthening, and upgrading of structures, which might be encompassed – in short – by the convenient umbrella terms “Conservation / Upgrading of Existing Structures”. The selected studies presented in this SED cover a variety of structural types from different countries.&lt;/p&gt; &lt;p&gt;Strengthening and rehabilitation of structures is usually a challenge because of uncertainties associated with old struc-tures and difficulties due to restrictions on the geometry and materials used, as well as other structural or functional con-straints. When repairing an existing structure the engineers involved have plenty of possibilities, lots of constraints, and in some cases there are no applicable codes. Strengthening and rehabilitating is sometimes a complex and exciting work; an art.&lt;/p&gt; &lt;p&gt;The book is a summary of practices to help structural engineers. The reader of this book will discover different approaches to put forward strengthening or rehabilitation projects. Even identical technical problems could have very different efficient solutions, as discussed in the papers, considering structural, environmental, economic factors, as well as contractor and designer experience, materials, etc.&lt;/p&gt;
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Sabnis, Gajanan M. Seismic rehabilitation of concrete structures. Edited by Shroff Avanti C and Kahn L. F. 1945-. American Concrete Institute, 1996.

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(India), Institution of Engineers, ed. Rehabilitation and retrofitting of structures. Institution of Engineers (I), 2010.

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Woodson, R. Dodge. Concrete structures: Protection, repair and rehabilitation. Butterworth-Heinemann, 2009.

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Concrete structures: Protection, repair and rehabilitation. Butterworth-Heinemann, 2009.

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Ilki, Alper, and Michael N. Fardis, eds. Seismic Evaluation and Rehabilitation of Structures. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-00458-7.

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International Association for Bridge and Structural Engineering, ed. Case studies of rehabilitation, repair, retrofitting, and strengthening of structures. IABSE, 2010.

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Plevris, Vagelis, and Panagiotis G. Asteris. Handbook of research on seismic assessment and rehabilitation of historic structures. Engineering Science Reference, 2015.

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Cromie, James Alexander. Modelling the electrochemical rehabilitation of chloride contaminated reinforced concrete bridge structures. The Author], 1998.

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Heritage, Centre for Conservation &. Preservation of Islamic Architectural. Rehabilitation of Hala Sultan Tekke mosque, Larnaca, Cyprus. Centre for Conservation & Preservation of Islamic Architectural Heritage, 2004.

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Book chapters on the topic "Rehabilitation of structures"

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Mazer, W., E. O. Ferreira, M. T. Q. Simões da Silva, and R. Basso Tokarski. "Rehabilitation Technologies." In Durability of Concrete Structures. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-62825-3_5.

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Jia, Junbo. "Seismic Rehabilitation for Structures." In Modern Earthquake Engineering. Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-642-31854-2_29.

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Mazer, Wellington, Alessandra Monique Weber, Carlos Alberto Brunhara, and Juliana McCartney Fonseca. "Salt Attack, Durability and Service Life of Concrete Structures." In Building Pathology and Rehabilitation. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47302-0_3.

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Sözen, Mete A. "Surrealism in Facing the Earthquake Risk." In Seismic Evaluation and Rehabilitation of Structures. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00458-7_1.

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Ezzatfar, Pourang, Barış Binici, Özgür Kurç, Erdem Canbay, Haluk Sucuoğlu, and Güney Özcebe. "Application of Mesh Reinforced Mortar for Performance Enhancement of Hollow Clay Tile Infill Walls." In Seismic Evaluation and Rehabilitation of Structures. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00458-7_10.

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Garcia, Reyes, Iman Hajirasouliha, Kypros Pilakoutas, et al. "Shake Table Tests on Deficient RC Buildings Strengthened Using Post-Tensioned Metal Straps." In Seismic Evaluation and Rehabilitation of Structures. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00458-7_11.

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Bournas, Dionysios, and Thanasis Triantafillou. "Bond Strength of Lap Splices in FRP and TRM Confined Concrete: Behavior and Design." In Seismic Evaluation and Rehabilitation of Structures. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00458-7_12.

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Ahmed, Danish, Mohammed H. Baluch, Muhammad K. Rahman, and Alper Ilki. "Finite Element Modeling of Seismic Performance of Low Strength Concrete Exterior Beam-Column Joints." In Seismic Evaluation and Rehabilitation of Structures. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00458-7_13.

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Prota, Andrea, Marco Di Ludovico, Alberto Balsamo, Claudio Moroni, Mauro Dolce, and Gaetano Manfredi. "FRP Local Retrofit of Non-Conforming RC Beam-Column Joints." In Seismic Evaluation and Rehabilitation of Structures. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00458-7_14.

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Fardis, Michael N., Antonis Schetakis, and Elias Strepelias. "Seismic Rehabilitation of Concrete Buildings by Converting Frame Bays into RC Walls." In Seismic Evaluation and Rehabilitation of Structures. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00458-7_15.

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Conference papers on the topic "Rehabilitation of structures"

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Stickel, Glenn D. "Rankin Bridge Rehabilitation." In Structures Congress 2013. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412848.056.

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Babaian, Peter M. "Historic Masonry Bridge Rehabilitation." In Structures Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.044.

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Varney, Jason C., and S. D. Daniel Lee. "Rehabilitation of the Duck Bridge." In Structures Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.058.

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Lahti, Michael A., and Leo A. Fernandez. "Rehabilitation of Masonry Arch Bridges." In Structures Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)290.

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Wasielewski, Joseph, Bradley Nicoll, and Shaun St. Hilaire. "Rehabilitation of the Rocks Village Bridge." In Structures Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.053.

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Harrington, P. F., R. Y. Khalil, and J. C. Varney. "Rehabilitation of the Anderson Memorial Bridge." In Structures Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.065.

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Walker, Charles E. "Rehabilitation of the Beveridge Suspension Bridge." In Structures Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)38.

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James, Sean T. "Rehabilitation of the Swiftwater Covered Bridge." In Structures Congress 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)170.

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Wills, Daniel W. "Homestead Grays Bridge Rehabilitation and Widening." In Structures Congress 2013. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412848.057.

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Bottenberg, Ray. "Coos Bay (McCullough Memorial) Bridge Rehabilitation." In Structures Congress 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.026.

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Reports on the topic "Rehabilitation of structures"

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Clifton, W. B., A. Beitelman, and R. L. Marinello. Repair, Evaluation, Maintenance, and Rehabilitation Research Program. Lubricants for Hydraulic Structures. Defense Technical Information Center, 1989. http://dx.doi.org/10.21236/ada212923.

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Keeney, Carmela A. Repair, Evaluation, Maintenance, and Rehabilitation Research Program. Procedures and Devices for Underwater Cleaning of Civil Works Structures. Defense Technical Information Center, 1987. http://dx.doi.org/10.21236/ada188814.

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Ward, Donald L., and Dennis G. Markle. Repair, Evaluation, Maintenance, and Rehabilitation Research Program. Repair of Localized Armor Stone Damage on Rubble-Mound Structures. Defense Technical Information Center, 1990. http://dx.doi.org/10.21236/ada227014.

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Ebeling, Robert M., Michael E. Pace, and Ernest E. Morrison. Repair, Evaluation, Maintenance and Rehabilitation Research Program: Evaluating the Stability of Existing Massive Concrete Gravity Structures Founded on Rock. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada329714.

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Sargent, Francis E., Dennis G. Markle, and Peter J. Grace. Repair, Evaluation, Maintenance, and Rehabilitation Research Program. Case Histories of Corps Breakwater and Jetty Structures. Report 4. Pacific Ocean Division. Defense Technical Information Center, 1988. http://dx.doi.org/10.21236/ada199879.

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Sargent, Francis E., Jr Bottin, and Robert R. Repair, Evaluation, Maintenance, and Rehabilitation Research Program: Case Histories of Corps Breakwater and Jetty Structures. Report 8. Lower Mississippi Valley Division. Defense Technical Information Center, 1989. http://dx.doi.org/10.21236/ada204083.

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Duthinh, Dat. NIST workshop on standards development for the use of fiber reinforced polymers for the rehabilitation of concrete and masonry structures, January 7-8, 1998, Tucson, Arizona. Proceedings. National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6288.

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Carruth, William D. Evaluation of In-Place Asphalt Recycling for Airfield Applications. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41142.

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Over the last few decades, in-place recycling of asphalt pavements has seen increased use by the highway industry, primarily to take a dvantage of potential cost and logistical savings compared to conventional reconstruction. More recently, the U.S. Navy and Federal Aviation Administration have allowed recycling to be used on airfields with lighter traffic. This report contains a discussion of in-place recycling design considerations obtained from a literature review of its use in the highway industry. Observations developed from a review of airfield pavement projects that have utilized recycling is also included. A structural analysis was performed using the Pavement-Transportation Computer Assisted Structural Engineering (PCASE) tool to determine typical stiffness values that recycled layers must achieve to support various types of military aircraft traffic for different pavement structures. Overall, in-place recycling is recommended for consideration as a rehabilitati on technique for military airfield pavements, and further investigation is recommended before it is implemented it into design guidance.
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Tee, Ah, Mark Bowman, and Kumares Sinha. The Development of Optimal Strategies for Maintenance, Rehabilitation, and Replacement of Highway Bridges: Volume 2 - A System for Bridge Structural Condition Assessment. Purdue University, 1989. http://dx.doi.org/10.5703/1288284314168.

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Some complex approaches to training micro-cycles formation among cadetsweightlifters taking into account biotypes. Ilyas N. Ibragimov, Zinaida M. Kuznetsova, Ilsiyar Sh. Mutaeva, 2021. http://dx.doi.org/10.14526/2070-4798-2021-16-1-39-46.

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Abstract:
Training cadets-weightlifters at all stages has a multipurpose orientation, that is why it is important to define and plan a rational combination of the training means use. Distribution of such micro structures in the cycle of training, as the days, months of training, provides effective volume, intensity and other values of physical load distribution. The structure of training cadets-weightlifters is based on taking into account the regularities and principles of sports training as the condition for physical readiness and working capacity increase. Any power oriented sports demands components characteristics in the structure of micro cycles. We consider the methodology of the training lessons organization by the example of the micro cycle of training taking into account bioenergetic profile of cadets-weightlifters. We revealed the necessity to distribute the macro cycle to structural components as the condition for the effectiveness of different variants of the training effects distribution. Materials and methods. We analyzed the range of training lessons among cadets-weightlifters in order to create the variants of gradual training problems solution according to the kinds of training. We analyzed training programs of cadets taking into consideration the level of readiness and their bioenergetic profiles. We created the content of the training work in the micro cycle of the preparatory period for cadets-weightlifters with different bioenergetic profiles. The main material of the research includes the ratio of the training effects volume in one micro cycle taking into account cadets’ bioenergetic profile. Cadets-weightlifters from Tyumen Higher Military-Engineering Command College (military Institute) took part in the research (Tyumen, Russia). Results. We created the content of the training work by the example of one micro cycle for cadets-weightlifters taking into account bioenergetic profile. The created variant of the training loads structure includes the main means of training taking into account the kind of training. Realization orientation in five regimens of work fulfillment with the effectiveness estimation of a total load within one lesson and a week in general is estimated according to a point system. Conclusion. The created variant of a micro cycle considers kinds of training realization taking into account the percentage of the ratio. Taking into account bioenergetic profiles helps to discuss strong and weak sides of muscle activity energy supply mechanisms. We consider the ability to fulfill a long-term aerobic load among the representatives of the 1st and the 2nd bioenergetic profiles. The representatives of the 3rd and the 4th biotype are inclined to fulfill the mixed load. The representatives of the 5th biotype are characterized by higher degree of anaerobic abilities demonstration. The technology of planning the means taking into account the regimens of work realization with point system helps to increase physical working capacity and rehabilitation processes in cadets’ organisms.
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