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Journal articles on the topic 'Structural Rehabilitation'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 April 2022

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Pavlov, V. V., and E. V. Khor`kov. "Structural rehabilitation of masonry arches and vaults." Вестник гражданских инженеров 14, no. 6 (2017): 65–70. http://dx.doi.org/10.23968/1999-5571-2017-14-6-65-70.

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12

Fong Chan, Gloria K. Lee, Eun-Jeong Lee, Coleen Kubota, and Chase A. Allen. "Structural Equation Modeling in Rehabilitation Counseling Research." Rehabilitation Counseling Bulletin 51, no. 1 (October 2007): 44–57. http://dx.doi.org/10.1177/00343552070510010701.

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13

Khudeira, Soliman. "Chicago’s Vaulted Sidewalks: History and Structural Rehabilitation." Practice Periodical on Structural Design and Construction 14, no. 3 (August 2009): 100–104. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000032.

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14

Liu, Zhong, and Eugene German. "Structural Rehabilitation of a Steel Railway Bridge." IABSE Symposium Report 87, no. 11 (January 1, 2003): 17–22. http://dx.doi.org/10.2749/222137803796328881.

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15

Guagenti, Elisa, and Chiara Molina. "Structural rehabilitation—A semi-Markovian decision approach." Structural Safety 8, no. 1-4 (July 1990): 255–62. http://dx.doi.org/10.1016/0167-4730(90)90044-p.

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16

Zaghloul, Sameh, and Mohamed Elfino. "Pavement Rehabilitation Selection Based on Mechanistic Analysis and Field Diagnosis of Falling Weight Deflectometer Data: Virginia Experience." Transportation Research Record: Journal of the Transportation Research Board 1730, no. 1 (January 2000): 177–86. http://dx.doi.org/10.3141/1730-21.

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The effectiveness of using the field diagnosis and falling weight deflectometer (FWD) mechanistic analysis in reducing a 65-km (40-mi) segment of asphalt pavement to project level segments is discussed, along with selecting a cost-effective rehabilitation strategy. A mechanistic-based analysis was performed on the deflection basins measured from I-85 in Virginia to backcalculate the layer moduli. The 65-km segment was divided into structurally homogeneous sections based on the back-calculated layer moduli. The data of each homogeneous section were analyzed further to assess the in situ structural capacity, to identify weak layers, to estimate the remaining structural life, and to determine the current and future rehabilitation needs. It was found that some sections have almost no remaining structural life, and others have remaining structural life of more than 10 years. A comparison was made between the FWD–field diagnosis rehabilitation program and a visual inspection rehabilitation program. Results of the comparison indicated that the visual inspection rehabilitation program resulted in selecting thicker overlays for some of the project sections (overdesigned) and thinner overlays for the other sections (underdesigned). It is estimated that the difference between the FWD–field diagnosis rehabilitation program and the visual inspection rehabilitation program for the overdesigned sections is in the range of 45 percent of the construction cost (savings). Life-cycle cost analysis (LCCA) was performed to quantify the difference between the two rehabilitation programs for the underdesigned sections. Results of the LCCA indicated that the FWD–field diagnosis rehabilitation program would result in 26 percent and 42 percent reduction in the construction cost and user delay cost, respectively.

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17

Vatanshenas, Ali, Takahiro Mori, and Nobuo Murota. "Structural rehabilitation using high damping rubber bearing (HDRB)." Bulletin of the New Zealand Society for Earthquake Engineering 54, no. 1 (March 1, 2021): 49–57. http://dx.doi.org/10.5459/bnzsee.54.1.49-57.

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High damping rubber bearings show highly nonlinear stress-strain behaviour. Deformation-history integral (DHI) model which can estimate small strain stiffness degradation and nonlinear plasticity via a relatively simple innovative formulation is implemented in this study to model HDRB as the rehabilitation method for a seismically vulnerable building. Considered structure in this study is a three-dimensional, four-story steel frame residential building with a concentrically braced system. Nonlinear direct integration time history analysis and plastic hinges approach were implemented to evaluate structural behaviour of considered structure. It was observed that structural responses enhanced significantly after rehabilitation. Absolute maximum base shear values decreased 61.8% and 92.2% in the worst and best cases, respectively. Most of structural elements remained elastic after rehabilitation and required performance level was satisfied.

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18

Yang, M. D., and T. C. Su. "Automation model of sewerage rehabilitation planning." Water Science and Technology 54, no. 11-12 (December 1, 2006): 225–32. http://dx.doi.org/10.2166/wst.2006.805.

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The major steps of sewerage rehabilitation include inspection of sewerage, assessment of structural conditions, computation of structural condition grades, and determination of rehabilitation methods and materials. Conventionally, sewerage rehabilitation planning relies on experts with professional background that is tedious and time-consuming. This paper proposes an automation model of planning optimal sewerage rehabilitation strategies for the sewer system by integrating image process, clustering technology, optimization, and visualization display. Firstly, image processing techniques, such as wavelet transformation and co-occurrence features extraction, were employed to extract various characteristics of structural failures from CCTV inspection images. Secondly, a classification neural network was established to automatically interpret the structural conditions by comparing the extracted features with the typical failures in a databank. Then, to achieve optimal rehabilitation efficiency, a genetic algorithm was used to determine appropriate rehabilitation methods and substitution materials for the pipe sections with a risk of mal-function and even collapse. Finally, the result from the automation model can be visualized in a geographic information system in which essential information of the sewer system and sewerage rehabilitation plans are graphically displayed. For demonstration, the automation model of optimal sewerage rehabilitation planning was applied to a sewer system in east Taichung, Chinese Taiwan.

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19

Nagai, Kiyoshi, Kazuya Kitayama, Koji Ito, Rui C.V. Loureiro, and William S. Harwin. "Structural Analysis of an Escort Type Rehabilitation Robot." Journal of the Robotics Society of Japan 30, no. 1 (2012): 53–61. http://dx.doi.org/10.7210/jrsj.30.53.

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20

SOBRINO, Juan A., and Dolores G. PULIDO. "Structural Rehabilitation of Eight Existing Bridges in Spain." IABSE Congress Report 16, no. 11 (January 1, 2000): 1037–44. http://dx.doi.org/10.2749/222137900796298058.

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21

INABA, Koichi. "Structural Character of the “Rehabilitation” of Incarcerated Juveniles:." Journal of Educational Sociology 85 (2009): 49–70. http://dx.doi.org/10.11151/eds.85.49.

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22

Júlio, E. S., F. Branco, and V. D. Silva. "Structural rehabilitation of columns with reinforced concrete jacketing." Progress in Structural Engineering and Materials 5, no. 1 (January 2003): 29–37. http://dx.doi.org/10.1002/pse.140.

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23

Straughan, W. Thomas, Leslie K. Guice, and Chalcy Mal-Duraipandian. "Long-Term Structural Behavior of Pipeline Rehabilitation Systems." Journal of Infrastructure Systems 1, no. 4 (December 1995): 214–20. http://dx.doi.org/10.1061/(asce)1076-0342(1995)1:4(214).

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24

Dan, Sorin, and Sorin Herban Petrović. "STRUCTURAL REHABILITATION OF HISTORICAL MASONRY BUILDINGS IN ROMANIA." Zbornik radova Građevinskog fakulteta 32, no. 29 (2016): 155–61. http://dx.doi.org/10.14415/konferencijagfs2016.014.

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25

Vetrice, G., and A. Deaconescu. "Structural and kinematic analysis of elbow rehabilitation equipment." IOP Conference Series: Materials Science and Engineering 400 (September 18, 2018): 022058. http://dx.doi.org/10.1088/1757-899x/400/2/022058.

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26

Corrigan, Patrick W. "Towards an integrated, structural model of psychiatric rehabilitation." Psychiatric Rehabilitation Journal 26, no. 4 (2003): 346–58. http://dx.doi.org/10.2975/26.2003.346.358.

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27

Sampaio-Baptista, Cassandra, Zeena-Britt Sanders, and Heidi Johansen-Berg. "Structural Plasticity in Adulthood with Motor Learning and Stroke Rehabilitation." Annual Review of Neuroscience 41, no. 1 (July 8, 2018): 25–40. http://dx.doi.org/10.1146/annurev-neuro-080317-062015.

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The development of advanced noninvasive techniques to image the human brain has enabled the demonstration of structural plasticity during adulthood in response to motor learning. Understanding the basic mechanisms of structural plasticity in the context of motor learning is essential to improve motor rehabilitation in stroke patients. Here, we review and discuss the emerging evidence for motor-learning-related structural plasticity and the implications for stroke rehabilitation. In the clinical context, a few studies have started to assess the effects of rehabilitation on structural measures to understand recovery poststroke and additionally to predict intervention outcomes. Structural imaging will likely have a role in the future in providing measures that inform patient stratification for optimal outcomes.

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28

Kokmeyer, Dirk, Eric Dube, and Peter J. Millett,. "Prognosis Driven Rehabilitation After Rotator Cuff Repair Surgery." Open Orthopaedics Journal 10, no. 1 (July 21, 2016): 339–48. http://dx.doi.org/10.2174/1874325001610010339.

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Background: Rehabilitation after rotator cuff repair surgery has been the focus of several clinical trials in the past decade. Many illuminate new evidence with regard to the prognosis of structural and functional success after surgery. Methods: A selective literature search was performed and personal physiotherapeutic and surgical experiences are reported. Results: Post-operative rehabilitation parameters, namely the decision to delay or allow early range of motion after surgery, play a large role in the overall success after surgery. Using a prognosis driven rehabilitation program offers clinicians a means of prescribing optimal rehabilitation parameters while ensuring structural and functional success. This commentary aims to synthesize the evidence in a spectrum of prognostic factors to guide post-operative rehabilitation. Conclusion: The optimal rehabilitation program after rotator cuff repair surgery is debatable; therefore, we suggest using a spectrum of prognostic factors to determine a rehabilitation program suited to ensure structural and functional success, quickly and safely.

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29

Wang, Hua-Ping, Yan-Xin Guo, Meng-Yi Wu, Kang Xiang, and Shi-Rong Sun. "Review on structural damage rehabilitation and performance assessment of asphalt pavements." REVIEWS ON ADVANCED MATERIALS SCIENCE 60, no. 1 (January 1, 2021): 438–49. http://dx.doi.org/10.1515/rams-2021-0030.

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Abstract Asphalt pavements have been extensively used in highway system. However, a great number of asphalt pavements suffer from early distresses after servicing for about 2–3 years, which leads to frequent rehabilitation and increased maintenance cost. To understand the damage propagation principle and the correlated rehabilitation measure, the progress of pavement distress rehabilitation, structural performance, and damage assessment of asphalt pavements has been explored in the perspectives of materials and structures. The current advance on the parameters for describing the cracking and rutting of asphalt pavements has been introduced. The development tendency for the damage self-healing and rehabilitation, and structural assessment has also been discussed. The study can provide a scientific guidance for understanding the generally used structural damage rehabilitation measure and performance assessment methods of asphalt pavements.

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30

Green, J., and I. Davies. "A449 Coldra–Usk rehabilitation." Proceedings of the Institution of Civil Engineers - Municipal Engineer 139, no. 1 (March 2000): 13–20. http://dx.doi.org/10.1680/muen.2000.139.1.13.

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31

Ziara, Mohamed M. "Structural Rehabilitation of Siad Hashim Historical Mosque in Gaza." Advanced Materials Research 133-134 (October 2010): 1083–88. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.1083.

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Historical structures in Palestine are subjected to various types of damages due to natural or manmade causes that result in sudden destruction or progressive deterioration. “Siad Hashim” mosque has been subjected to progressive deterioration due to long neglect, abuse, environmental factors, inadequate design and construction, soil settlement, damping, growth of vegetation and other factors that led this structure to a critical condition. This paper describes the nature, cause, assessment and rehabilitation measures corresponding to existing damages. Recent rehabilitation carried out in the structure is also described, emphasizing the criteria and techniques adopted and the underlying studies and analyses. The repair and strengthening carried out to the mosque have not only succeeded in restoring its original conditions but also upgraded its ability to carry applied loads and actions satisfying current code requirements.

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32

Guerreiro, L., A. Craveiro, and M. Branco. "The use of passive seismic protection in structural rehabilitation." Progress in Structural Engineering and Materials 8, no. 4 (2006): 121–32. http://dx.doi.org/10.1002/pse.219.

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33

Neale, KW. "FRPs for structural rehabilitation: a survey of recent progress." Progress in Structural Engineering and Materials 2, no. 2 (2000): 133–38. http://dx.doi.org/10.1002/1528-2716(200004/06)2:2<133::aid-pse16>3.0.co;2-c.

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34

Rauso, Raffaele. "Facial Wasting Rehabilitation: A Personal Algorithm." Journal of Advanced Plastic Surgery Research 1, no. 1 (July 7, 2017): 6–17. http://dx.doi.org/10.31907/2414-2093.2017.03.02.

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Facial lipoatrophy, also known as facial wasting (FW), defined as flattening or indentation of normally convex facial contours, is the most distressing manifestation for HIV patients. It can be stigmatizing, severely affecting quality of life and self-esteem, and it may result in reduced antiretroviral adherence. Several surgical or non surgical techniques exists, however to restore facial features in HIV-related lipoatrophy fillers and structural fat graft seems2 to be the procedures most performed. In this article the authors present his experience in FW rehabilitation, and his decisional algorithm of choice. Keywords: Filler, facial lipoatrophy, structural fat graft, facial wasting, HIV.

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35

White, Richard N., and Peter Smith. "Rehabilitation of Tappan Zee Bridge Using Precast Concrete Composite Deck Units." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (January 2000): 63–72. http://dx.doi.org/10.3141/1696-09.

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The criteria used for successful rehabilitation of decks of major bridges when it is not feasible to close the bridge to traffic are described. These criteria are described with specific reference to recent work on the trestle spans of the Tappan Zee Bridge over the Hudson River near New York City. The results of an experimental program conducted with a full-scale, 10-m-span, lightweight concrete slab-steel beam composite bridge deck unit intended for later use in rehabilitating the through-truss decks of the bridge are also described. Loading history included 107 cycles of flexural fatigue loading followed by a flexural load capacity test. Measured values of capacity and midspan deflection at this ultimate load level are compared with simplified analytical predictions. A description of the actual rehabilitation process used on the Tappan Zee Bridge deck is also provided.

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36

Palermi, Stefano, Bruno Massa, Marco Vecchiato, Fiore Mazza, Paolo De Blasiis, Alfonso Maria Romano, Mariano Giuseppe Di Salvatore, et al. "Indirect Structural Muscle Injuries of Lower Limb: Rehabilitation and Therapeutic Exercise." Journal of Functional Morphology and Kinesiology 6, no. 3 (September 13, 2021): 75. http://dx.doi.org/10.3390/jfmk6030075.

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Muscle injuries are the most common trauma in team and individual sports. The muscles most frequently affected are those of the lower limb, and in particular hamstrings, adductors, rectus femoris and calf muscles. Although several scientific studies have tried to propose different rehabilitation protocols, still too often the real rehabilitation process is not based on scientific knowledge, especially in non-elite athletes. Moreover, the growing use of physical and instrumental therapies has made it increasingly difficult to understand what can be truly effective. Therefore, the aim of the present paper is to review proposed therapeutic algorithms for muscle injuries, proposing a concise and practical summary. Following a three-phase rehabilitation protocol, this review aims to describe the conservative treatment of indirect structural muscle injuries, which are the more routinely found and more challenging type. For each phase, until return to training and return to sport are completed, the functional goal, the most appropriate practitioner, and the best possible treatment according to current evidence are expressed. Finally, the last section is focused on the specific exercise rehabilitation for the four main muscle groups with a structured explanatory timetable.

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37

Wang, Zhiming, Lizhen Cui, Zhenglong Cai, and Changfu Pang. "Modeling Analysis and Structural Design of Human Lower Limb Rehabilitation Robot." MATEC Web of Conferences 232 (2018): 02032. http://dx.doi.org/10.1051/matecconf/201823202032.

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With the rapid development of science and technology, robots are widely used in rehabilitation training. According to the physiological structure of human lower limbs and gait characteristics of walking, a lower limb rehabilitation robot is designed in this paper. We design the structure in a form of exoskeleton with three degrees of freedom in which kinematics analysis is carried out by the D-H coordinate transformation method. And then we obtain the relationship between the end effector and the angle of each joint. In addition, the relationship between end effector speed and joint speed is obtained through Jacobian matrix and Lagrange equilibrium method is used for dynamic analysis. The joint torque is calculated through the joint speed and three dimensional modeling of lower limb rehabilitation robot was reconstructed by Pro-e. Finally, the driving mode is selected and calculated.

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38

Elwan, S. K. "Rehabilitation of Historic Railway Masonry Arch Bridge: A Case Study." Restoration of Buildings and Monuments 21, no. 4-6 (December 1, 2015): 107–17. http://dx.doi.org/10.1515/rbm-2015-1002.

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Abstract This research outlines a case study for the structural rehabilitation of a historic masonry arch bridge. The major part of the railway bridge was destroyed due to high flood. The remaining parts were evaluated from structural point of view. A detailed investigation for the historic and current state of the bridge was performed. A precise description for the structural system, main elements, method of construction, materials used, and internal component was done. Also, 3D finite element analysis was conducted for the proposed rehabilitated bridge in order to identify the level of internal stresses in different structural components of the arch bridge under the effect of dead loads, live loads, wind loads, seismic loads, water flow rate, and temperature changes. The results of the finite element modeling together with the structural studies and investigations were used to develop structural guidelines for the rehabilitation project taking into account the proposed new usage as a historic walkway and the hydrological requirements as a structure over flood flow channel.

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39

Sargent, T. S. R. "Sewer rehabilitation – 1." Structural Survey 3, no. 4 (April 1985): 324–34. http://dx.doi.org/10.1108/eb006216.

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40

Sargent, T. S. R. "Sewer rehabilitation — 2." Structural Survey 4, no. 1 (January 1986): 5–17. http://dx.doi.org/10.1108/eb006222.

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41

Tang, Dedong, and Limei Xiao. "Recent Advances on Ankle Rehabilitation Device." Recent Patents on Engineering 14, no. 1 (June 21, 2020): 56–68. http://dx.doi.org/10.2174/1872212113666190617100923.

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Background: Ankle joint, as one of the important joints supporting the weight of human body, is vulnerable to injury in daily physical exercise and sports because of its special growth location and anatomical composition. The rehabilitation period of traumatic ankle is relatively long, especially in the later period of recovery. In order to relieve the clinical symptoms such as swelling and pain caused by ankle trauma, the rehabilitation of the ankle should be actively carried out by means of rehabilitation equipment. Thus, the ankle rehabilitation cycle can be minimized largely and the rehabilitation efficiency can be improved greatly. Objective: Through the summary of the latest literature on ankle rehabilitation devices, readers will be familiar with the research progress and difficulties in this field, and the reference for the followup study in this direction is provided. Methods: The structural characteristics and applications of the ankle rehabilitation devices are introduced in the paper. The latest patents and articles related to ankle rehabilitation device are compared and analyzed. Results: The ankle rehabilitation devices are classified according to the structure characteristics, driving mode and training function. The advantages and disadvantages of various devices are pointed out, and the future development direction of this research field is predicted. Conclusion: Studies show that remarkable improvements have been achieved on the ankle rehabilitation equipment. In the future, the structural optimization, new materials, control strategy, new type actuators, and rehabilitation evaluation of ankle rehabilitation devices should be further studied.

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42

Kaptan, Kubilay. "Original Solution for Structural and Functional Rehabilitation of Masonry Buildings." International Journal of Engineering Technologies IJET 1, no. 2 (May 11, 2015): 78–82. http://dx.doi.org/10.19072/ijet.105711.

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43

Kaptan, Kubilay. "Original Solution for Structural and Functional Rehabilitation of Masonry Buildings." International Journal of Engineering Technologies, IJET 1, no. 2 (June 29, 2015): 78. http://dx.doi.org/10.19072/ijet.62009.

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44

Racu Cazacu, Cristina Magda, and Ioan Doroftei. "Structural and Kinematic Aspects of a New Ankle Rehabilitation Device." Applied Mechanics and Materials 658 (October 2014): 507–12. http://dx.doi.org/10.4028/www.scientific.net/amm.658.507.

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This paper discusses structural and kinematic aspects of a novel ankle rehabilitation device. This device will facilitate the ankle recovery, providing two types of motions: pitch and roll. The platform is design to be light weight, easy to realize and low cost (comparing to actual devices on the market). The difficulty of the exercises can be gradually increased until we reach full ankle recovery.

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45

Setianingsih, A. I., S. Sangaji, and A. Setyawan. "Road Maintenance and Rehabilitation Program Using Functional and Structural Assessment." IOP Conference Series: Materials Science and Engineering 176 (February 2017): 012030. http://dx.doi.org/10.1088/1757-899x/176/1/012030.

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46

Kamaitis, Zenonas. "Structural Rehabilitation of PC Box-Girder Bridges with Shear Cracks." IABSE Symposium Report 86, no. 8 (January 1, 2002): 9–17. http://dx.doi.org/10.2749/222137802796336856.

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47

Weston, Rebecca, Paul A. Gore, Fong Chan, and Denise Catalano. "An introduction to using structural equation models in rehabilitation psychology." Rehabilitation Psychology 53, no. 3 (August 2008): 340–56. http://dx.doi.org/10.1037/a0013039.

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48

Lute, M. "Classic and New Materials Used for Structural Rehabilitation. Case Study." IOP Conference Series: Materials Science and Engineering 133 (June 2016): 012033. http://dx.doi.org/10.1088/1757-899x/133/1/012033.

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49

Sabareanu, E. "Assessment and Rehabilitation Issues Concerning Existing 70’s Structural Stock." IOP Conference Series: Materials Science and Engineering 209 (June 2017): 012100. http://dx.doi.org/10.1088/1757-899x/209/1/012100.

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50

Gauvin, Denis, Benoît Lévesque, Jean-François Duchesne, Alain Leblanc, éric Gaudreau, and Pierre Ayotte. "By-Products Associated with Structural Rehabilitation for Water Distribution Systems." Epidemiology 20 (November 2009): S212—S213. http://dx.doi.org/10.1097/01.ede.0000362712.95144.94.

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