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Journal articles on the topic 'Relationship strength'

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Author: Grafiati

Published: 4 June 2021

Last updated: 8 February 2022

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1

Fuster, V., A. Jerez, and A. Ortega. "Anthropometry and strength relationship: male-female differences." Anthropologischer Anzeiger 56, no. 1 (March 24, 1998): 49–56. http://dx.doi.org/10.1127/anthranz/56/1998/49.

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2

Al-Wugayan, Adel A. "Customer Relationships in Banking: Does relationship strength influence relationship quality and outcomes?" Studies in Business and Economics 23, no. 1 (2020): 61–97. http://dx.doi.org/10.29117/sbe.2020.0121.

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This study investigates how customer-bank relationship strength dimensions, reflected by relationship length, depth and width, influence the associations between customer-perceived relationship quality and relational outcomes in retail bank service industry. To date, it’s still unclear whether relationship strength could contribute to, or detract from, customer relationship quality and outcome. A total of 2,029 bank customers in Kuwait are surveyed and data collected is analyzed using PLS-SEM modeling to validate the proposed conceptual framework followed by Multi-Group Analysis to test study hypotheses. Obtained findings show that the linkages between relationship quality components (satisfaction, trust and commitment) and relational outcomes (loyalty and Word-of-Mouth) are affected by the level of relationship length and depth, while relationship width only influenced the association between satisfaction and relational quality. The inclusion of relationship strength that represents past customer behavior provides a more accurate and comprehensive view of the dynamics of the interrelationship between key antecedents and consequences of relationship marketing in the retail banking industry.

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3

김윤환. "Customer-Brand Relationship Quality and Relationship Strength." Management & Information Systems Review 32, no. 4 (November 2013): 227–56. http://dx.doi.org/10.29214/damis.2013.32.4.010.

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4

Beattie, Kris, Brian P. Carson, Mark Lyons, and Ian C. Kenny. "The Relationship Between Maximal Strength and Reactive Strength." International Journal of Sports Physiology and Performance 12, no. 4 (April 2017): 548–53. http://dx.doi.org/10.1123/ijspp.2016-0216.

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Maximum- and reactive-strength qualities both have important roles in athletic movements and sporting performance. Very little research has investigated the relationship between maximum strength and reactive strength. The aim of this study was to investigate the relationship between maximum-strength (isometric midthigh-pull peak force [IMTP PF]) and reactive-strength (drop-jump reactive-strength index [DJ-RSI]) variables at 0.3-m, 0.4-m, 0.5-m, and 0.6-m box heights. A secondary aim was to investigate the between- and within-group differences in reactive-strength characteristics between relatively stronger athletes (n = 11) and weaker athletes (n = 11). Forty-five college athletes across various sports were recruited to participate in the study (age, 23.7 ± 4.0 y; mass, 87.5 ± 16.1 kg; height, 1.80 ± 0.08 m). Pearson correlation results showed that there was a moderate association (r = .302–.431) between maximum-strength variables (absolute, relative, and allometric scaled PF) and RSI at 0.3, 0.4, 0.5 and 0.6 m (P ≤ .05). In addition, 2-tailed independent-samples t tests showed that the RSIs for relatively stronger athletes (49.59 ± 2.57 N/kg) were significantly larger than those of weaker athletes (33.06 ± 2.76 N/kg) at 0.4 m (Cohen d = 1.02), 0.5 m (d = 1.21), and 0.6 m (d = 1.39) (P ≤ .05). Weaker athletes also demonstrated significant decrements in RSI as eccentric stretch loads increased at 0.3-m through 0.6-m box heights, whereas stronger athletes were able to maintain their reactive-strength ability. This research highlights that in specific sporting scenarios, when there are high eccentric stretch loads and fast stretch-shortening-cycle demands, athletes’ reactive-strength ability may be dictated by their relative maximal strength, specifically eccentric strength.

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5

Donaldson, Bill, and Tom O’ Toole. "Classifying relationship structures: relationship strength in industrial markets." Journal of Business & Industrial Marketing 15, no. 7 (December 2000): 491–506. http://dx.doi.org/10.1108/08858620010351724.

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6

Rohlf, Richard A., Billy J. Barfield, and Gary K. Felton. "Ultimate Strength Matric Stress Relationship." Journal of Geotechnical and Geoenvironmental Engineering 123, no. 10 (October 1997): 938–47. http://dx.doi.org/10.1061/(asce)1090-0241(1997)123:10(938).

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7

Schijns, Jos M. C., and Gaby J. Schröder. "Segment selection by relationship strength." Journal of Direct Marketing 10, no. 3 (1996): 69–79. http://dx.doi.org/10.1002/(sici)1522-7138(199622)10:3<69::aid-dir6>3.0.co;2-w.

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8

Stone, Michael H., Meg E. Stone, William A. Sands, Kyle C. Pierce, Robert U. Newton, G. Gregory Haff, and Jon Carlock. "Maximum Strength and Strength Training—A Relationship to Endurance?" Strength and Conditioning Journal 28, no. 3 (2006): 44. http://dx.doi.org/10.1519/1533-4295(2006)28[44:msastr]2.0.co;2.

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9

Stone, Michael H., Meg E. Stone, William A. Sands, Kyle C. Pierce, Robert U. Newton, G. Gregory Haff, and Jon Carlock. "Maximum Strength and Strength Training---A Relationship to Endurance?" Strength and Conditioning Journal 28, no. 3 (June 2006): 44–53. http://dx.doi.org/10.1519/00126548-200606000-00008.

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10

Gao, Dan Ying, Shuai Qi Song, and Liang Ming Hu. "Relationships of Strengths and Dimensional Effect of Plastic Concrete." Advanced Materials Research 306-307 (August 2011): 1029–37. http://dx.doi.org/10.4028/www.scientific.net/amr.306-307.1029.

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This article carried out the strength experiments on four hundred and five specimens with twelve mix proportions and three curing ages, systematically investigated the relationships of related strengths, the dimensional effect of compressive strength and splitting tensile strength of plastic concrete. The results showed that there well exist the statistical relationships among the related strengths of plastic concrete, the dimensional effect coefficients of compressive strength and splitting tensile strength with 100mm cubic specimen are 0.9375 and 0.8616 respectively compared with 150mm cubic specimen. Based on the analysis of test results, the conversion formulae of strength-related indicators and linear function relationship between axial compressive strength and curing ages are put forward respectively.

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11

Sakaluk, John K., Monica Biernat, Bonnie M. Le, Sarah Lundy, and Emily A. Impett. "On the strength of ties that bind: Measuring the strength of norms in romantic relationships." Journal of Social and Personal Relationships 37, no. 3 (October 22, 2019): 906–31. http://dx.doi.org/10.1177/0265407519881748.

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In seven studies ( ncross-sectional = 1,699, nlongitudinal = 118), we developed a measure of relationship norm strength defined as qualities that make the rules and expectations in romantic couples more or less likely to be followed. In our six cross-sectional samples, the resulting Relationship Norm Strength Questionnaire (RNSQ) yielded consistent norm tractability, norm agreement, anticipated punishment for deviance, and norm explicitness factors, and estimated factors generally demonstrated evidence of convergent, discriminant, and criterion validity. Meta-analyzed effects across these samples—yielding more reliable and generalizable estimates—indicated that greater norm tractability and norm agreement were strongly linked to higher levels of relationship quality. Further supporting our model of relationship norm functioning, results from our 8-week longitudinal study of community members in relationships indicated that greater levels of norm tractability and agreement resulted in greater subsequent norm conformity. Taken together, our results suggest that relationship norm strength offers a promising new perspective on relational well-being and can add to a more comprehensive account of normative processes in close relationships.

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12

张, 艺馨. "Relationship between Compressive Strength and Flexural Strength of PVA-DSECC." Hans Journal of Civil Engineering 07, no. 06 (2018): 774–80. http://dx.doi.org/10.12677/hjce.2018.76093.

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13

MASUDA, Chitoshi, Satoshi NISHIJIMA, and Yoshihisa TANAKA. "Relationship between fatigue strength and hardness for high strength steels." Transactions of the Japan Society of Mechanical Engineers Series A 52, no. 476 (1986): 847–52. http://dx.doi.org/10.1299/kikaia.52.847.

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14

Kumar, Gopal, Rabindra Nath Banerjee, Purushottam Lal Meena, and Kunal Ganguly. "Collaborative culture and relationship strength roles in collaborative relationships: a supply chain perspective." Journal of Business & Industrial Marketing 31, no. 5 (June 6, 2016): 587–99. http://dx.doi.org/10.1108/jbim-12-2014-0254.

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Purpose The purpose of this paper is to model and investigate collaborative culture and relationship strength roles in supply chain collaboration. This research highlights critical role played by culture and relationship strength in collaboration. Design/methodology/approach Drawing from relational view, a conceptual model is developed with the help of literature, and the model is validated with data collected in India using partial least squares method. Findings Results and analyses revealed that culture and relationship strength significantly and strongly influence each collaborative activity. The relationship strength fully mediates between collaborative culture and supply chain performance. The research also finds that the relationship strength partially mediates between collaborative culture and market-based information sharing, operational resource planning and sharing. In the long-term, collaborative culture drives relationship strength and the element enhances collaborative activities. Originality/value This research attempted to explore collaborative culture and relationship strength which are crucial for collaborative relationship. Many mediation effects are studied which increase the understanding and give insights for its implementation. Its theoretical and practical implications are highlighted. This knowledge has enough potential to lead collaborative relationships towards success.

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15

Wood, John Andy. "Tensile strength of composite ties in business relationships." Journal of Business & Industrial Marketing 34, no. 4 (June 7, 2019): 810–20. http://dx.doi.org/10.1108/jbim-03-2018-0107.

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Purpose This paper aims to empirically examine the proposed framework that incorporates multiple business relational ties as components in a composite that can provide strength to relationships. Strength is conceptualized as tensile strength or an ability to withstand stress without permanent deformation of the relationship. Design/methodology/approach The study uses dyadic survey data collected by mail survey from the organizational buyers and suppliers. Analysis is through moderated multiple regression. Findings Results indicate that stressors can disrupt individual components of relationships. However, the overall relationship outcome of behavioral loyalty remains intact with tensile strength coming from other components of the relationship. Originality/value This research introduces the concept of tensile strength from the material sciences as relevant to dyadic business relationship strength. The outcomes indicate that looking at multiple components of the business relationship provides greater insight into the tensile strength of business relationships.

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16

Kim, Seok Hwan, and Mee Ju Kim. "Relationship between muscle strength and dyslipidemia." Journal of Korean Society for School & Community Health Education 21, no. 3 (November 30, 2020): 1–19. http://dx.doi.org/10.35133/kssche.20201130.01.

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17

Zhang, P., S. X. Li, and Z. F. Zhang. "General relationship between strength and hardness." Materials Science and Engineering: A 529 (November 2011): 62–73. http://dx.doi.org/10.1016/j.msea.2011.08.061.

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18

Pan, Ning, Tao Hua, and Ylping Qiu. "Relationship Between Fiber and Yarn Strength." Textile Research Journal 71, no. 11 (November 2001): 960–64. http://dx.doi.org/10.1177/004051750107101105.

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19

Gardner, Lisa M., Lee E. Brown, Jared Coburn, Steven M. Zinder, Stephen B. Kelly, and Diamond Nguyen. "The Relationship Between Strength And Explosiveness." Medicine & Science in Sports & Exercise 39, Supplement (May 2007): S298. http://dx.doi.org/10.1249/01.mss.0000274153.12786.6d.

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20

Vardanega, P. J., and S. K. Haigh. "The undrained strength – liquidity index relationship." Canadian Geotechnical Journal 51, no. 9 (September 2014): 1073–86. http://dx.doi.org/10.1139/cgj-2013-0169.

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A database of 641 fall cone tests on 101 soil samples from 12 countries has been analysed to determine the best mathematical relationship linking undrained shear strength with liquidity index. From the database, it is shown that the use of a linear relationship linking liquidity index and the logarithm of undrained shear strength that uses the commonly assumed 100-fold factor increase in strength from the liquid to plastic limit overpredicts the measured data of soil strength. The use of a factor of about 35 for the ratio between the strength at liquid limit and that extrapolated to the plastic limit is shown to be more realistic. Logarithmic liquidity index is examined and found to also correlate strongly with the logarithm of undrained shear strength; however, it is shown that no great statistical improvement is present compared with the semi-logarithmic formulation. When considering data of individual soils a power law fitting is statistically shown to be the preferred mathematical function.

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21

Shi, Guicheng, Huimei Bu, Yuan Ping, Matthew Tingchi Liu, and Yonggui Wang. "Customer relationship investment and relationship strength: evidence from insurance industry in China." Journal of Services Marketing 30, no. 2 (April 11, 2016): 201–11. http://dx.doi.org/10.1108/jsm-03-2014-0088.

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Purpose This study aims to elucidate how different relationship investment efforts by a service firm affect its customers’ perceived relationship investment; to determine how perceived relationship investment influences various dimensions of relationship strength; and to explore the moderating effects of customer innovativeness and complaint propensity on the relationship between the perceived relationship investment and relationship strength. Design/methodology/approach To minimize common method variance, data were collected from pairs of life insurance agents in China and their clients using self-report questionnaires. Hypotheses were tested using structural equation modeling. Findings The results indicate that customers value financial effort most followed by social effort and structural effort. Perceived relationship investment influences the affective strength most strongly, followed by cognitive strength and conative strength. Customer innovativeness and complaint propensity both moderate the effectiveness of perceived relationship investment in influencing two of the three dimensions of relationship strength. Originality/value This study is among the first to specify how service employees can guide consumer perceptions of relationship investment by applying three types of relationship investment effort. The impact of perceived relationship investment on different dimensions of relationship strength was assessed to demonstrate how service providers can benefit from investing in building consumer relationships. The moderating impact of consumer innovativeness and of complaint propensity was quantified. The research findings have important implications for managing different relationship investment as well as recruiting and training service employees.

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22

Ortega-del-Cerro, Pablo. "The Changing Strength of Siblings." Journal of Family History 43, no. 4 (September 17, 2018): 374–93. http://dx.doi.org/10.1177/0363199018797372.

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The present work analyses fraternal relationships among Spanish naval officers during the eighteenth and nineteenth centuries. The main aim of the article is to understand the important role played by siblings and the changes undergone by fraternal links over time. In order to do this, the article addresses three objectives: characterizing fraternal ties in the Spanish naval officer corps, analyzing fraternal relationships in relation to other family links and to the officer corps’ professional context, and exploring how siblinghood transformed during these two centuries. The main source of information used in this work is the testaments signed by naval officers in Spanish navy bases. The article is divided into two parts, dealing with quantitative and qualitative issues, respectively. The first part examines the proportion of naval officers who had siblings, while the second part studies the kind of relationship that existed between them; three kinds of relationship are proposed: vertical ties, horizontal links, and secondary relationships.

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23

Shi, Mo, Deok Hwa Jeong, Seung Woo Lee, and Yeol Choi. "Relationship between UPV and Strength of Rubber-Concrete." Defect and Diffusion Forum 382 (January 2018): 225–29. http://dx.doi.org/10.4028/www.scientific.net/ddf.382.225.

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The present study is performed for investigation of the correlation between UPV value and strength of rubber-concrete. Compressive and splitting tensile strengths of concrete containing waste tire-rubber particles by four different volume contents were investigated using ultrasonic pulse velocity (UPV) test and direct destructive tests. Test results showed that ultrasonic pulse velocity test can be successfully estimated to the strength of rubber-concrete as used in normal concrete.

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24

Kang, Su Tae, Jung Jun Park, Gum Sung Ryu, Gyung Taek Koh, and Sung Wook Kim. "Comparison of Tensile Strengths with Different Test Methods in Ultra High Strength Steel-Fiber Reinforced Concrete (UHS-SFRC)." Key Engineering Materials 417-418 (October 2009): 649–52. http://dx.doi.org/10.4028/www.scientific.net/kem.417-418.649.

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Ultra High Strength Steel-Fiber Reinforced Concrete (UHS-SFRC) is characterized by very high compressive and tensile strength that is about 8 times of ordinary concrete, and high ductility owing to the addition of steel fibers. This paper investigates the relationship existing among the direct tensile strength, flexural tensile strength and splitting tensile strength of UHS-SFRC. Differently from ordinary concrete, it is found that the first cracking strengths in UHS-SFRC obtained through direct tensile test and splitting tensile test are similar, while the strength obtained from flexural tensile test is significantly larger than those from other tests. Based on the experimental results, relationships between the direct tensile strength and flexural tensile strength, between the first cracking strengths in direct tensile test and in flexural tensile test, and between the first cracking strength in direct tensile test and the flexural tensile strength are proposed.

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25

Halford, W. Kim. "Strength in Numbers: The Couple Relationship in Adult Therapy." Behaviour Change 23, no. 2 (June 1, 2006): 87–102. http://dx.doi.org/10.1375/bech.23.2.87.

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AbstractThe thesis advanced in this essay is that couple relationship interventions are central to effective therapy with many adult clients. I begin by reviewing a body of evidence that demonstrates the significance of couple relationships in the lives of most adults. A range of circumstances are described in which effective therapy with adults needs to address the couple relationship, even when the couple relationship is not mentioned as a presenting issue. It is concluded that individual psychological adjustment often is best understood when conceptualised within the intimate interpersonal context of the couple relationship.

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26

Misra, RK, and CW Rose. "An examination of the relationship between erodibility parameters and soil strength." Soil Research 33, no. 4 (1995): 715. http://dx.doi.org/10.1071/sr9950715.

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Erosion rate of soil by the impact of raindrops and overland flow of water is often considered to be affected by the shear strength of surface soil. Physically based erosion models indicate a link between defined erodibility parameters and soil strength. The objectives of this paper are to determine erodibility parameters with the process-based erosion model GUEST for a. krasnozem soil of two contrasting strengths, and to examine the influence of soil strength on erodibility parameters. Soil beds of width 1 m and length 5.8 m, with and without compaction, were exposed to simulated, constant rate rainfall. A range of slopes was used. Detachment trays of width 300 mm and downslope length 200 mm containing soils of identical strength were placed at the same slope and exposed to the same rain in order to determine the effects of rainfall-driven processes alone on erosion. Soil strength was measured with a hand vane tester and a pocket penetrometer to determine whether compaction was effective in modifying soil strength. Temporal variation in sediment concentrations (c) for the large soil beds and detachment trays was measured for each slope and soil strength. The settling velocity characteristic of soil, with and without exposure to rain, was determined with the modified bottom withdrawal tube technique. Values of c decreased with increase in soil strength. The relationship between c and slope was influenced by soil strength in a manner consistent with the theoretical expectation of the role of soil strength in controlling erosion. Rilling during erosion was absent only when the soil was compacted. The average settling velocity of the soil exposed to rain (i.e. its depositability) was significantly lower than for the same soil not subjected to rain, indicating a breakdown of soil aggregates as a result of raindrop impact. Rainfall detachability parameters (estimated with GUEST) Were lower when soil strength was high. Runoff-driven erodibility parameters, namely the specific energy of entrainment (J), increased and the approximate erodibility parameter (�) decreased with increase in soil strength. The Variation in these erodibility parameters with soil strength was consistent with the theory implemented in GUEST. Detailed analysis of the relative contribution of rainfall- and runoff-driven processes to c at varying stream powers and soil strengths indicated that, at high soil strength, uncertainty in the values of J and � is high because of the higher contribution to c of rainfall-driven rather than runoff-driven processes. The adequacy of in situ measurement of soil strength as an indicator of soil erodibility is discussed in relation to the results presented.

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27

Dasanayaka, S. W. S. B., Omar Al Serhan, Mina Glambosky, and Kimberly Gleason. "The business-to-business relationship: examining Sri Lankan telecommunication operators and vendors." Journal of Business & Industrial Marketing 35, no. 6 (February 21, 2020): 1069–87. http://dx.doi.org/10.1108/jbim-06-2019-0303.

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Purpose This study aims to identify and analyze factors affecting the business-to-business (B2B) relationship between Sri Lankan telecommunication operators and vendors. The authors conduct a survey and develop models to explain relationship strength and satisfaction. The authors find that telecommunication operators and vendors value trust, commitment, adaptation and communication. Operator satisfaction varies by perception of product quality, service support, delivery performance, supplier know-how and value for money. The vendor’s relationship strength is impacted by trust and commitment; vendor satisfaction is affected by economic factors and referencing. The authors suggest formulating management strategies using these results to strengthen business relationships. Design/methodology/approach The authors develop two conceptual models to analyze the supplier and customer perspectives. This study’s drafted models were drawn from established models and were presented to experts in the industry, both telecommunication operators and vendors. Models were modified based on experts’ feedback, and hypotheses were developed from the conceptual models, developed separately for the two perspectives. Data collection was done via questionnaires; 150 questionnaires were sent via email to identified telecommunication operators and 100 questionnaires were sent via email to identified telecommunication vendors, with follow-up emails and telephone calls to improve response rates. Findings This study’s findings show that employees in the telecommunication industry recognize the importance of B2B relationships. Employees of both telecommunication operators and vendors agree that stronger relationships are advantageous. The correlation and regression analysis results identify factors that affect the B2B relationship. The following factors impact the strength of B2B relationships irrespective of view point: trust, commitment and satisfaction. The following factors were found to significantly affect the strength of B2B relationships between telecommunication operators and vendors from the operator perspective: adaptation and communication. Practical implications To enhance relationship strength, the management of operator organizations should take action to improve trust, commitment and satisfaction. Demonstrating honesty and integrity when dealing with vendors and exhibiting concern for the other party’s interests can help establish trust or enhance trust in existing relationships. Displaying commitment toward the vendor will also facilitate stronger relationships. Reasonable profits for both parties and sizeable business volume will also help satisfy vendors, increasing relationship strength. Positive referencing of the vendor in industrial and public forums will improve vendor satisfaction, enhancing relationship strength. Reputational capital can be built and maintained for both operators and vendors by keeping promises and defending the other party to outsiders. For managers of telecommunications operators and vendors in other emerging markets, this study’s results are important and can inform internal business practices to support trust, commitment and satisfaction. Originality/value This study contributes to the existing literature in two ways, a focus on the telecommunication industry and a previously unexplored emerging market, Sri Lanka. In addition, this study includes an analysis of the relationship from both the operator and vendor perspectives.

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28

Murdock, Bennet B. "An analysis of the strength-latency relationship." Memory & Cognition 13, no. 6 (November 1985): 511–21. http://dx.doi.org/10.3758/bf03198322.

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29

ONMURA, Sadayuki, Shuichi HOKOI, Takayuki MATSUSHITA, Daisuke OGURA, Kazuya KOMINAMI, and Yoshitaka YASUI. "RELATIONSHIP BETWEEN HYGROTHERMAL PROPERTIES AND CONCRETE STRENGTH." Journal of Environmental Engineering (Transactions of AIJ) 73, no. 625 (2008): 299–306. http://dx.doi.org/10.3130/aije.73.299.

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30

Ona, Egil. "An expanded target-strength relationship for herring." ICES Journal of Marine Science 60, no. 3 (January 1, 2003): 493–99. http://dx.doi.org/10.1016/s1054-3139(03)00031-6.

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Abstract Target-strength (TS) experiments on captive, adult herring have been conducted at intervals over several years to investigate the acoustic effect of pressure and seasonal changes on fish physiology. Experiments in a large, net pen (4500 m3) were done at 18, 38, and 120 kHz frequencies with calibrated, split-beam echosounders. The main ex situ results at 38 kHz, including a vertical-excursion experiment, were combined with in situ TS data collected at 38 kHz with a probing, split-beam transducer lowered into the dense herring layers, recorded during two surveys in the wintering area of the Norwegian spring-spawning stock. Multiple-linear regression analysis was used to investigate the functional relationship between TS and the measured parameters. The mean TS of herring was found to be significantly dependent on the depth (pressure) and the gonadosomatic index. These are the additional parameters included in the new TS relationship.

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31

MOON, Y. J., G. S. CHOE, HAIMIN WANG, Y. D. PARK, and C. Z. CHENG. "RELATIONSHIP BETWEEN CME KINEMATICS AND FLARE STRENGTH." Journal of The Korean Astronomical Society 36, no. 2 (June 1, 2003): 61–66. http://dx.doi.org/10.5303/jkas.2003.36.2.061.

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32

Bieuzen, F., F. Vercruyssen, C. Hausswirth, and J. Brisswalter. "Relationship between Strength Level and Pedal Rate." International Journal of Sports Medicine 28, no. 7 (July 2007): 585–89. http://dx.doi.org/10.1055/s-2007-964859.

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33

Woledge, Roger C. "The relationship between oestrogen and muscle strength." British Journal of Therapy and Rehabilitation 3, no. 6 (June 1996): 319–21. http://dx.doi.org/10.12968/bjtr.1996.3.6.14812.

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34

Hudson, J. L. "794 RELATIONSHIP BETWEEN STRENGTH AND JUMPING PERFORMANCE." Medicine & Science in Sports & Exercise 22, no. 2 (April 1990): S133. http://dx.doi.org/10.1249/00005768-199004000-00793.

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35

Pérez-Olea, José I., Pedro L. Valenzuela, Concepción Aponte, and Mikel Izquierdo. "Relationship Between Dryland Strength and Swimming Performance." Journal of Strength and Conditioning Research 32, no. 6 (June 2018): 1637–42. http://dx.doi.org/10.1519/jsc.0000000000002037.

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36

Gold, Michael R., and Stephen R. Shorofsky. "Strength-Duration Relationship for Human Transvenous Defibrillation." Circulation 96, no. 10 (November 18, 1997): 3517–20. http://dx.doi.org/10.1161/01.cir.96.10.3517.

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37

Phani, K. K. "The strength-length relationship for carbon fibres." Composites Science and Technology 30, no. 1 (January 1987): 59–71. http://dx.doi.org/10.1016/0266-3538(87)90087-x.

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38

Herington, Carmel, Lester W. Johnson, and Don Scott. "Firm–employee relationship strength—A conceptual model." Journal of Business Research 62, no. 11 (November 2009): 1096–107. http://dx.doi.org/10.1016/j.jbusres.2008.06.019.

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39

Hu, Zhi-Zhong, and Shu-Zhen Cao. "Relationship between fatigue notch factor and strength." Engineering Fracture Mechanics 48, no. 1 (May 1994): 127–36. http://dx.doi.org/10.1016/0013-7944(94)90149-x.

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40

Bezekci, B., and V. N. Biktashev. "Strength-Duration relationship in an excitable medium." Communications in Nonlinear Science and Numerical Simulation 80 (January 2020): 104954. http://dx.doi.org/10.1016/j.cnsns.2019.104954.

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41

Kim, Jeong Eun, Wan Shin Park, Song Hui Yun, Yong Il Jang, Hyun Do Yun, Sun Woong Kim, and Do Gyum Kim. "The Relationship of Compressive Strength and Tensile Strength of High Performance Concrete." Key Engineering Materials 627 (September 2014): 385–88. http://dx.doi.org/10.4028/www.scientific.net/kem.627.385.

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Fly ash and blast furnace slag dumped not only pollutes environment, but also consumes landfills. With the aim of sustainable development, the isolated contribution of fly ash and blast furnace slag in concrete to the mechanical properties of frame concrete is investigated. An experimental study is conducted to investigate mechanical properties of high performance concrete. Test variables are the replacement levels for FA series (10%, 20% and 30%) and for BS series (10%, 30%, 50% and 70%) in place of part of cement. Compressive, splitting tensile strength, modulus of elasticity and flexural strength tests were carried out to evaluate the mechanical properties for up to 7days and 28 days. The mechanical properties of high performance concrete compared with predicted values by ACI 318-02 Code, EC 2-02, JSCE Code, KCI Code and proposed Eq.

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42

Phan, L. T. "Code provisions for high strength concrete strength-temperature relationship at elevated temperatures." Materials and Structures 36, no. 256 (January 25, 2003): 91–98. http://dx.doi.org/10.1617/13811.

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SUETSUGU, Kenichiro. "Relationship between flexural strength and tensile strength of fiber reinforced composite material." KOBUNSHI RONBUNSHU 45, no. 7 (1988): 555–59. http://dx.doi.org/10.1295/koron.45.555.

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valli, N. K. Amudha, and M. Poovizhi selvi. "Relationship between Compressive Strength and Flexural Strength of Polyester Fiber Reinforced Concrete." International Journal of Engineering Trends and Technology 45, no. 4 (March 25, 2017): 158–60. http://dx.doi.org/10.14445/22315381/ijett-v45p234.

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NOGUCHI, Takafumi, and Fuminori TOMOSAWA. "RELATIONSHIP BETWEEN COMPRESSIVE STRENGTH AND VARIOUS MECHANICAL PROPERTIES OF HIGH STRENGTH CONCRETE." Journal of Structural and Construction Engineering (Transactions of AIJ) 60, no. 472 (1995): 11–16. http://dx.doi.org/10.3130/aijs.60.11_3.

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NOGUCHI, Takafumi, and Fuminori TOMOSAWA. "RELATIONSHIP BETWEEN COMPRESSIVE STRENGTH AND MODULUS OF ELASTICITY OF HIGH STRENGTH CONCRETE." Journal of Structural and Construction Engineering (Transactions of AIJ) 60, no. 474 (1995): 1–10. http://dx.doi.org/10.3130/aijs.60.1_8.

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47

Ahmed, Mohd, Khalid Mohammad El Hadi, Mohammad Abul Hasan, Javed Mallick, and Akil Ahmed. "Evaluating the co-relationship between concrete flexural tensile strength and compressive strength." International Journal of Structural Engineering 5, no. 2 (2014): 115. http://dx.doi.org/10.1504/ijstructe.2014.060902.

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48

Phan, L. T., and N. J. Carino. "Code provisions for high strength concrete strength-temperature relationship at elevated temperatures." Materials and Structures 36, no. 2 (March 2003): 91–98. http://dx.doi.org/10.1007/bf02479522.

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GERLI, ALESSANDRA, LEENDERT C. EIGENBROOD, and SANNA NURMI. "Relationship of Surface Strength and Bulk Strength Properties in Uncoated Woodfree Paper." February 2011 10, no. 2 (March 1, 2011): 17–24. http://dx.doi.org/10.32964/tj10.2.17.

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Various uncoated woodfree papers produced on a pilot paper machine were characterized for picking resistance, using an IGT printability tester, and standard sheet properties. The papers were produced with and without surface sizing or a debonding agent, with different filler types (ground calcium carbonate [GCC] or precipitated calcium carbonate [PCC]) and levels (20% and 25%), and by varying the calendering conditions. The goal was to assess the relationship between surface strength of these sheets and their bulk strength properties, such as tensile strength and internal bond. Variables such as the use of a debonding agent or the application of surface size had equal effect on picking resistance and tensile strength. Increase of filler content in paper or replacement of GCC with PCC reduced picking resistance, tensile strength, and internal bond. Increase of the calendering load, for both GCC and PCC sheets, reduced picking resistance but left tensile strength and internal bond unaffected. Picking resistance of the 25% PCC-containing sheets was affected at a significantly larger extent by an increase in calendering load than picking resistance of the 25% GCC-containing sheets. These results point out that the surface of a highly filled PCC sheet is particularly sensitive to surface damage by calendering.

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Choi, Yeol, Joo-Won Kang, Tae-Yeon Hwang, and Chang-Geun Cho. "Evaluation of residual strength with ultrasonic pulse velocity relationship for concrete exposed to high temperatures." Advances in Mechanical Engineering 13, no. 9 (September 2021): 168781402110349. http://dx.doi.org/10.1177/16878140211034992.

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This paper presents the results of an experimental investigation on the relationship between strength and ultrasonic pulse velocity (UPV) of concrete exposed to high temperature, especially for a decision of building remodeling of concrete structures. The experiments were conducted at three different initial compressive strength levels for temperature up to 800°C. UPV, Compressive, and splitting tensile tests and UPV measurements were performed for unheated and heated concrete specimens. The measured UPV values in the present work were correlated with compressive and tensile strengths to estimate the strength of concrete. Based on the results, two linear equations for predicting compressive and tensile strength of concrete at elevated temperatures using UPV have been proposed. It is found that the difference of initial compressive strength of concrete does not have a significant effect on the strength reduction ratio after exposed to high temperatures. In addition, the reduction factors of compressive and tensile strengths in the present work do not well comply with the values of suggested by EN 1992-1-2.

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