Relevant bibliographies by topics / Structural Rehabilitation

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Structural Rehabilitation'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 April 2022

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Journal articles on the topic "Structural Rehabilitation"

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Vozniy, Sergiy, Yuriy Romaskevych, and Petro Godlevskiy. "Physical Rehabilitation of Adolescents with Minor Structural Cardiac Abnormalities." PHYSICAL EDUCATION, SPORTS AND HEALTH CULTURE IN MODERN SOCIETY, no. 4 (2017): 84–89. http://dx.doi.org/10.29038/2220-7481-2017-04-84-89.

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CHEKANOVYCH, Mechyslav. "New Concepts for Structural Rehabilitation." IABSE Congress Report 16, no. 8 (January 1, 2000): 1329–35. http://dx.doi.org/10.2749/222137900796314095.

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Aprile, Alessandra, and Giorgio Monti. "Advanced Methods for Structural Rehabilitation." Buildings 12, no. 1 (January 14, 2022): 79. http://dx.doi.org/10.3390/buildings12010079.

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Structural rehabilitation has globally become an urgent need due to both widespread construction obsolescence and more demanding requirements from modern construction codes, especially in earthquake-prone areas, where upgrading the existing constructions has become a primary goal [...]
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Nigam, Utkarsh, and Rajneesh Sharma. "Rehabilitation of Buildings for Functional Unsuitability: Need of Structural Health Monitoring." International Journal of Trend in Scientific Research and Development Volume-2, Issue-3 (April 30, 2018): 152–58. http://dx.doi.org/10.31142/ijtsrd10848.

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Shoup, Raymond, and Diana-Lea Baranovich. "Addiction Rehabilitation and Structural Family Therapy." Indian Journal of Public Health Research & Development 10, no. 4 (2019): 1411. http://dx.doi.org/10.5958/0976-5506.2019.00911.2.

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Peek, M. Kristen. "Structural Equation Modeling and Rehabilitation Research." American Journal of Physical Medicine & Rehabilitation 79, no. 3 (May 2000): 301–9. http://dx.doi.org/10.1097/00002060-200005000-00014.

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Yue, Qingrui, and Yongxin Yang. "FRP for Structural Rehabilitation in China." Advances in Structural Engineering 6, no. 3 (August 2003): 257–61. http://dx.doi.org/10.1260/136943303322419269.

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Kelleher, Martin G. D., Hui Lynn Ooi, and Igor R. Blum. "Facts and Fallacies About Occlusal Philosophies for Full Mouth Rehabilitation." Primary Dental Journal 10, no. 1 (March 2021): 101–7. http://dx.doi.org/10.1177/2050168420981529.

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This article reviews various full mouth rehabilitation occlusal concepts along with their main beliefs and controversies. Many of those occlusal teachings were well-meant at the time they were introduced. However, closer examination reveals that many of them involved serious destruction of sound tooth tissue – without delivering many of their purported benefits. The biologic and structural disadvantages of ‘subtractive’ dental procedures, which were, and still are, undertaken to provide traditional full mouth rehabilitation are discussed. Those approaches are contrasted with the proven advantages of minimally destructive additive techniques, which can solve frequently encountered clinical problems previously deemed to require traditional ‘full mouth rehabilitations’. Pragmatic clinical cases are used to illustrate how to solve common clinical problems by using minimally destructive means, without causing structural damage to residual sound tooth tissue.
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MIRANDA BATISTA, E., and L. R. M. D. MIRANDA. "STRUCTURAL REHABILITATION OF THE BRAZILIAN NATIONAL LIBRARY." Proceedings of the Institution of Civil Engineers - Structures and Buildings 122, no. 4 (November 1997): 399–409. http://dx.doi.org/10.1680/istbu.1997.29829.

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Borges de Macedo, Laurenn, Giovana Gobatto Balanco, Nathan Alves dos Santos, Lucas José Marini, Felipe Nascimento Arroyo, André Luís Christoforo, and Francisco Antonio Rocco Lahr. "Structural Pieces Rehabilitation with Self-Tapping Screws." International Journal of Materials Engineering 7, no. 5 (October 1, 2017): 83–87. http://dx.doi.org/10.5923/j.ijme.20170705.01.

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Dissertations / Theses on the topic "Structural Rehabilitation"

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Abou-Elfath, Hamdy Mohamed. "Rehabilitation of nonductile reinforced concrete buildings using steel systems /." *McMaster only, 1998.

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Khalil, Ahmed Amir Ghobarah Ahmed. "Rehabilitation of reinforced concrete structural walls using fibre composites /." *McMaster only, 2005.

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Matta, Fabio. "Innovative solutions in bridge construction, rehabilitation, and structural health monitoring." Diss., Rolla, Mo. : University of Missouri-Rolla, 2007. http://scholarsmine.umr.edu/thesis/pdf/MattaPhD_Dissertation_09007dcc8038f8b1.pdf.

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Thesis (Ph. D.)--University of Missouri--Rolla, 2007.
Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed November 15, 2007) Includes bibliographical references.
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Sanchez-Zamora, Francisco. "Seismic Rehabilitation of Steel Concentrically Braced Frames Vulnerable to Soft-Story Failure through Implementation of Rocking Cores." DigitalCommons@CalPoly, 2013. https://digitalcommons.calpoly.edu/theses/995.

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Recent research reports that steel Concentrically Braced Frames (CBFs) (even the code-compliant ones) may be susceptible to soft-story failures during strong earthquakes. Such a failure mode causes catastrophic outcomes and should be definitely avoided in practice. This thesis focuses on development and validation of a seismic retrofit strategy for low-rise and mid-rise steel CBFs vulnerable to soft-story failures. The considered retrofit strategy consists of a sufficiently stiff rocking core (RC) pinned to foundation and connected to the existing frame. For demonstration purpose, two representative benchmark steel CBF buildings, which are the three-and six-story CBFs designed forLos Angelesin the SAC Steel Project, are considered. Finite element (FE) models of the benchmark buildings are validated using the published results and explicitly take into account gusset plates, member yielding, brace buckling, brace rupture, and P-Delta effect. Eigenvalue analyses are first conducted to investigate the effect of RC on system modal properties. It is found that the added RC generally does not significantly change the fundamental period and therefore does not attract excessive earthquake force to the system. Additionally, nonlinear static pushover analyses are performed to address the beneficial contribution of RC to the system under the performance objectives including immediate occupancy, life safety, and collapse prevention. The Monte-Carlo simulation technique is used to take into account uncertainty in lateral force distribution and its effect in system seismic performance. It is found that sufficiently stiff RC creates more uniform inter-story distribution along the vertical direction in all considered scenarios. Furthermore, nonlinear dynamic analyses are conducted using three different ground motion suites. It is shown that the systems with properly selected RC can achieve the Best Safety Objective defined in FEMA 356 and ensure the collapse prevention performance under near-fault earthquakes.
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El-Amoury, Tarek Abbas Ghobarah Ahmed. "Seismic rehabilitation of concrete frame beam-column joints /." *McMaster only, 2004.

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Holland, Michele M. "Quality Control Recommendations for Structural Interventions on Historic Properties." Thesis, Virginia Tech, 2001. http://hdl.handle.net/10919/31544.

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This thesis presents recommendations for controlling quality in structural interventions on historic properties. Recognizing that establishing quality in the early stages of an intervention can set the standard of quality for an entire project, these recommendations are for the first phase of an intervention, the Pre-Construction Phase. To create these recommendations, first a literature review of past and present intervention methods is conducted. After breaking down the Pre-Construction Phase first into a series of steps, and then each step into a series of details, a standard of quality is established for each detail. The available methods for conducting each detail are then analyzed. Using the literature review and the established standards of quality, recommendations are made as to which method is most appropriate for a given project. These recommendations are applied to two case studies, the structural interventions of Boykinâ s Tavern and Fallingwater. Finally, conclusions on the use of the proposed quality control recommendations are drawn, and suggestions are given for further work in this field.
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Slovenec, Derek. "Seismic Evaluation, Rehabilitation, and Improved Design of Sub-Standard Steel Concentrically Braced Frame Buildings." Case Western Reserve University School of Graduate Studies / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=case1447928866.

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Cetinceli, Serkan. "Cost-benefit Analysis For Various Rehabilitation Strategies." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12605766/index.pdf.

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Over the last decade, six major earthquakes that occurred in Turkey dramatically demonstrated the poor performance of the buildings that were designed and constructed far from Turkish seismic code&rsquo
s requirements. The Marmara region, where most of the population and industry is located, is in the active seismic zone. With the rising cost of damages due to earthquakes, the necessity of the cost-benefit analysis for various rehabilitation strategies used in existing buildings has become a major concern for the decision makers who are in the position of making decisions on the building rehabilitation This study evaluates the performance of two different rehabilitation strategies applied to two five-story reinforced concrete buildings and assesses their cost-benefit analyses. These buildings were chosen to be representative of the typical residential To carry out the structural analysis of the buildings, three-dimensional models of the buildings were developed using SAP2000 [6]. Two alternative strengthening methods, insertion of reinforced concrete shear walls and application of Carbon Fiber Reinforced Polymers (CFRP) on hallow clay tile infill walls, were used for both of the buildings. While modeling infill walls strengthened with CFRP, two specific modeling attempts proposed by the researchers at Middle East Technical University were used. Pushover analyses were performed to evaluate seismic performance of the buildings. The Life Safety criterion was chosen as the rehabilitation objective. The global and component response acceptability limits were checked and the cost-benefit analysis was performed in order to determine the most attractive rehabilitation alternative. The results and comparisons given here illustrated that strengthening with shear wall had the most significant improvement on the seismic performance and cost effectiveness of the case study buildings. Outcomes of this study are only applicable to the buildings employed here and are bound by the assumptions made, approximations used and parameters considered in this study. The findings cannot be generalized for the buildings rehabilitated with CFRP due to lack of the consistent models for CFRP application. More research needs to be conducted to provide solid guidelines and reliable models applicable to the CFRP rehabilitated infill walls.
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Park, Joonam. "Development and Application of Probabilistic Decision Support Framework for Seismic Rehabilitation of Structural Systems." Diss., Georgia Institute of Technology, 2004. http://hdl.handle.net/1853/4898.

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Seismic rehabilitation of structural systems is an effective approach for reducing potential seismic losses such as social and economic losses. However, little or no effort has been made to develop a framework for making decisions on seismic rehabilitation of structural systems that systematically incorporates conflicting multiple criteria and uncertainties inherent in the seismic hazard and in the systems themselves. This study develops a decision support framework for seismic rehabilitation of structural systems incorporating uncertainties inherent in both the system and the seismic hazard, and demonstrates its application with detailed examples. The decision support framework developed utilizes the HAZUS method for a quick and extensive estimation of seismic losses associated with structural systems. The decision support framework allows consideration of multiple decision attributes associated with seismic losses, and multiple alternative seismic rehabilitation schemes represented by the objective performance level. Three multi-criteria decision models (MCDM) that are known to be effective for decision problems under uncertainty are employed and their applicability for decision analyses in seismic rehabilitation is investigated. These models are Equivalent Cost Analysis (ECA), Multi-Attribute Utility Theory (MAUT), and Joint Probability Decision Making (JPDM). Guidelines for selection of a MCDM that is appropriate for a given decision problem are provided to establish a flexible decision support system. The resulting decision support framework is applied to a test bed system that consists of six hospitals located in the Memphis, Tennessee, area to demonstrate its capabilities.
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Shah, Falak Dipak. "Time-dependent behavior of pretensioned stainless steel bars used for structural rehabilitation and retrofitting." Diss., Georgia Institute of Technology, 2014. http://hdl.handle.net/1853/53063.

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The objective of this study is to characterize the long-term behavior of an austenitic-ferritic stainless steel-based pretensioned system for strengthening reinforced concrete bridge pier caps in shear. Stress relaxation experiments were conducted on UNS S32101 stainless steel bars subjected to various initial stresses and temperatures within the low homologous temperature (LHT) regime. Data from these experiments were used to develop a viscoplastic constitutive model to describe the long-term time- and temperature-dependent behavior of the stainless steel bars. This mechanics-based approach is integrated with an analytical method based on strut-and-tie analysis to compute the shear strength of reinforced concrete pier caps strengthened with this external pretensioned system.
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Books on the topic "Structural Rehabilitation"

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Costa, Aníbal, João Miranda Guedes, and Humberto Varum, eds. Structural Rehabilitation of Old Buildings. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-39686-1.

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Adhikari, Sondipon, B. Bhattacharjee, and J. Bhattacharjee, eds. Advances in Structural Engineering and Rehabilitation. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-13-7615-3.

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Harrison, Deed E. CBP structural rehabilitation of the lumbar spine. [Evanston, Wyo.]: Harrison CBP Seminars, 2008.

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

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<p>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.</p> <p>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.</p> <p>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.</p>
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Krimgold, Frederick. Engineering guideline for incremental seismic rehabilitation. Washington, D.C.]: Federal Emergency Management Agency, 2009.

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(India), Institution of Engineers, ed. Rehabilitation and retrofitting of structures. [New Delhi]: Institution of Engineers (I), 2010.

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Brockenbrough, R. L. AISC rehabilitation and retrofit guide: A reference for historic shapes and specifications. Chicago, IL: American Institute of Steel Construction, 2002.

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

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Krimgold, Frederick. Incremental seismic rehabilitation of office buildings: Providing protection to people and buildings. Washington, D.C.]: U.S. Dept. of Homeland Security, FEMA, 2003.

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Paolo, Spinelli, and De Luca Antonello, eds. Wondermasonry: Workshop on design for rehabilitation of masonry structures = tecniche di modellazione e progetto per interventi sul costruito muratura. Firenze: Polistampa, 2009.

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Book chapters on the topic "Structural Rehabilitation"

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Lai, “Leon” Lung-Yang. "Rehabilitation Design and Construction of an RC Arch Bridge." In Structural Integrity, 773–80. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29227-0_85.

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Trinh, J. L. "Structural Strengthening by External Prestressing." In Bridge Evaluation, Repair and Rehabilitation, 513–23. Dordrecht: Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-2153-5_37.

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Lourenço, Paulo B., Rob van Hees, Francisco Fernandes, and Barbara Lubelli. "Characterization and Damage of Brick Masonry." In Structural Rehabilitation of Old Buildings, 109–30. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39686-1_4.

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Tavares, Alice, Dina D’Ayala, Aníbal Costa, and Humberto Varum. "Construction Systems." In Structural Rehabilitation of Old Buildings, 1–35. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39686-1_1.

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Costa, Alexandre A., Bruno Quelhas, and João P. Almeida. "Numerical Modelling Approaches for Existing Masonry and RC Structures." In Structural Rehabilitation of Old Buildings, 285–305. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39686-1_10.

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Vicente, Romeu, Dina D′Ayala, Tiago Miguel Ferreira, Humberto Varum, Aníbal Costa, J. A. R. Mendes da Silva, and Sergio Lagomarsino. "Seismic Vulnerability and Risk Assessment of Historic Masonry Buildings." In Structural Rehabilitation of Old Buildings, 307–48. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39686-1_11.

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Varum, Humberto, Nicola Tarque, Dora Silveira, Guido Camata, Bruno Lobo, Marcial Blondet, António Figueiredo, Muhammad Masood Rafi, Cristina Oliveira, and Aníbal Costa. "Structural Behaviour and Retrofitting of Adobe Masonry Buildings." In Structural Rehabilitation of Old Buildings, 37–75. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39686-1_2.

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Silva, Rui A., Paul Jaquin, Daniel V. Oliveira, Tiago F. Miranda, Luc Schueremans, and Nuno Cristelo. "Conservation and New Construction Solutions in Rammed Earth." In Structural Rehabilitation of Old Buildings, 77–108. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39686-1_3.

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Quelhas, Bruno, Lorenzo Cantini, João Miranda Guedes, Francesca da Porto, and Celeste Almeida. "Characterization and Reinforcement of Stone Masonry Walls." In Structural Rehabilitation of Old Buildings, 131–55. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39686-1_5.

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Pinto, Jorge, Gülten Gülay, José Vieira, Vatan Meltem, Humberto Varum, İhsan Engin Bal, and Aníbal Costa. "Save the Tabique Construction." In Structural Rehabilitation of Old Buildings, 157–85. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39686-1_6.

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Conference papers on the topic "Structural Rehabilitation"

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McAlpine, George. "Structural Rehabilitation of Rigid Pipes." In International Conference. Reston, VA: American Society of Civil Engineers, 1997. http://dx.doi.org/10.1061/9780784402443.057.

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Badea, Gabriel M., and Ralph S. Friedrich. "Structural Analysis Requirements for Sewer Rehabilitation Projects." In Pipeline Division Specialty Conference 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40800(180)42.

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Peng, Wei, and Chang Sheng. "Structural rehabilitation of existing box arch bridges." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5775699.

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McAlpine, George. "Structural Rehabilitation of Semi Elliptical Concrete Sewers." In Pipeline Division Specialty Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40854(211)58.

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Furlanetto, Guido, Lucio Ferretti Torricelli, and Alessandra Marchiondelli. "Structural Assessment and Rehabilitation of Concrete Bridges." In IABSE Symposium, Weimar 2007: Improving Infrastructure Worldwide. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/222137807796120085.

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McAlpine, George, and Bennett Anderson. "Structural Rehabilitation of Cast-In-Place Concrete Sewers." In Pipeline Division Specialty Conference 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40800(180)40.

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"Ferrocement in Structural Upgrading and Rehabilitation—An Overview." In "SP-193: Repair, Rehabilitation, and Maintenance of Concrete Structures, and Innovations in Design and Construction - Pro". American Concrete Institute, 2000. http://dx.doi.org/10.14359/5832.

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Daghash, Sherif M., and Osman E. Ozbulut. "Rehabilitation of Reinforced Concrete Structures Using Shape Memory Alloys." In Geotechnical and Structural Engineering Congress 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479742.057.

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Almeida, Pedro, Maruska L. S. Holanda, and Ronaldo O. Almeida. "The structural rehabilitation of the Costa e Silva bridge in Brasília, DF, Brazil." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0638.

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<p>The structural rehabilitation of bridges is generally motivated by the premature aging of the structures and the increased daily traffic of vehicles. In the case of the Costa e Silva Bridge, the rehabilitation was conceived by the Federal District Government due to the partial collapse of the viaduct over the “Galeria dos Estados”, occurred in February 2018, with the same age and the same structural system and due to the relevance for Brasília's transportation system. Also, it was designed by the renowned architect Oscar Niemeyer and the only one designed by him that was built. The bridge is part of the world heritage site of the &quot;Plano Piloto&quot; of Brasília, by UNESCO. The investigation of the structural behavior of the bridge, to verify the need for rehabilitation, was made from visual inspections, geometric and topographic surveys, photographic records, extraction of samples of concrete, analysis of the original building design and after some occurrences along the way of time, structural monitoring. As a result of these investigations, several damages were identified, in particular: cracks in the webs of the box girders, concreting failures, increased permanent overload due to the thickness of the current pavement layer, leaching of concrete and, mainly, approximately 40 cm of deflection at cantilever beams. All of these damages were simulated in the numerical model of the bridge, proving that the excessive deflection at central span is resulted in the loss of prestressing due to stress corrosion and fatigue, reducing structural stiffness and can lead to sudden collapse. As the solution for rehabilitation of the structure was designed a reinforcement with external prestressing to reduce the cracking process and to neutralize the loss of prestressing, due to strands corrosion that can result in broken wires.</p>
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Stovner, Eric C., Emmanuel E. Velivasakis, Glenn G. Thater, Charles H. Thornton, and Christopher P. Pinto. "Structural Analysis and Rehabilitation of the U.S. Capitol Dome." In Structures Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)1.

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Reports on the topic "Structural Rehabilitation"

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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. West Lafayette, IN: Purdue University, 1989. http://dx.doi.org/10.5703/1288284314168.

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

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Alsina-Restoy, Xavier, Rodrigo Torres-Castro, Estrella Caballeria, Lilian Solis-Navarro, Joel Francesqui, Elena Gimeno-Santos, Fernanda Hernández, Isabel Blanco, and Jacobo Sellarés. Effects of pulmonary rehabilitation on patients with sarcoidosis: a systematic review and meta-analysis of randomised controlled trials. INPLASY - International Platform of Registered Systematic Review and Meta-analysis Protocols, March 2022. http://dx.doi.org/10.37766/inplasy2022.3.0046.

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Review question / Objective: Is pulmonary rehabilitation an effective intervention in patients with sarcoidosis? Condition being studied: Sarcoidosis. Eligibility criteria: We will include studies published until March 2022. The population studied must be adults (>18y) with diagnosis of sarcoidosis that performed a structured program of pulmonary rehabilitation. We will include only outpatients. They must be patients with stable disease and without exacerbation for at least one month.
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Carruth, William D. Evaluation of In-Place Asphalt Recycling for Airfield Applications. Engineer Research and Development Center (U.S.), July 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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Keeney, Carmela A. Repair, Evaluation, Maintenance, and Rehabilitation Research Program. Procedures and Devices for Underwater Cleaning of Civil Works Structures. Fort Belvoir, VA: Defense Technical Information Center, November 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. Fort Belvoir, VA: Defense Technical Information Center, September 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. Fort Belvoir, VA: Defense Technical Information Center, July 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. Fort Belvoir, VA: Defense Technical Information Center, September 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. Fort Belvoir, VA: Defense Technical Information Center, January 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. Gaithersburg, MD: National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6288.

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