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1

Harris, Chris. Peak Load and Capacity Pricing. New York: Palgrave Macmillan US, 2015. http://dx.doi.org/10.1057/9781137370921.

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2

Moses, Fred. Load capacity evaluation of existing bridges. Washington, D.C: Transportation Research Board, National Research Council, 1987.

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3

Beal, David B. Load capacity of jack arch bridges. Albany, N.Y: New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

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4

Georgia. Department of Transportation. Evaluation of bridge load-bearing capacity estimation technology. [Georgia: Dept. of Transportation, 2008.

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5

Klonowicz, Tatiana. Reactivity experience and capacity: Experiments with stimulation load. [Warsaw]: Wydawnictwa Uniwersytetu Warszawskiego, 1987.

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6

Gjelsvik, K. E. The ultimate load capacity of steel jacket platforms. Manchester: UMIST, 1996.

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7

W, Wah Benjamin, ed. Load balancing: An automated learning approach. River Edge, NJ: World Scientific Pub., 1995.

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8

W, Goodpasture D., ed. Correlation of bridge load capacity estimates with test data. Washington, D.C: Transportation Research Board, National Research Council, 1988.

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9

Varagiannis, Arion K. Capacity assigment using load sharing in mobile cellular systems. Ottawa: National Library of Canada, 1996.

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10

Paikowsky, Samuel G. Extrapolation of pile capacity from non-failed load tests. McLean, Va: Turner-Fairbank Highway Research Center, 1999.

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11

Center, Turner-Fairbank Highway Research, ed. Extrapolation of pile capacity from non-failed load tests. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1999.

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12

Madaeni, Seyed Hossein. Capacity value of concentrating solar power plants. Golden, Colo: National Renewable Energy Laboratory, 2011.

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13

Dorton, Roger A. Methods for increasing live load capacity of existing highway bridges. Washington, D.C: National Academy Press, 1997.

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14

Xu, Chengzhong. Load balancing in parallel computers: Theory and practice. Boston: Kluwer Academic Publishers, 1997.

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15

Liang, Robert Y. Pressuremeter to predict lateral load capacity of drilled shafts on slope. Akron, Ohio: Dept. of Civil Engineering, the University of Akron, 1997.

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16

1942-, Kameda Hisao, ed. Optimal load balancing in distributed computer systems. London: Springer, 1997.

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17

A, Chastain P., and Langley Research Center, eds. Effects of load proportioning on the capacity of multiple-hole composite joints. Blacksburg, Va: Virginia Polytechnic Institute and State University, 1986.

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18

Schnekenburger, Thomas. Dynamic load distribution for parallel applications. Stuttgart: Teubner, 1997.

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19

A, Shogrin Bradley, Lewis Research Center, and United States. National Aeronautics and Space Administration., eds. Experimental determination of load carrying capacity of point contacts at zero entrainment velocity. [Cleveland, Ohio]: National Aeronautics and Space Administration, Lewis Research Center, 1999.

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20

A, Shogrin Bradley, and Lewis Research Center, eds. Experimental study of load carrying capacity of point contacts at zero entrainment velocity. [Cleveland, Ohio]: National Aeronautics and Space Administration, Lewis Research Center, 1998.

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21

Hailperin, Max. Load balancing using time series analysis for soft real time systems with statistically periodic loads. Stanford, Calif: Dept. of Computer Science, Stanford University, 1993.

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22

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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23

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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24

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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25

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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26

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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27

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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28

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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29

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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30

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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31

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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32

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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33

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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34

Tsui, C. K. Behavior of Ontario-type bridge deck on steel girders: Negative moment region and load capacity. [Austin]: The Center, 1986.

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35

R, Hurson A., and Kavi Krishna M, eds. Scheduling and load balancing in parallel and distributed systems. Los Alamitos, Calif: IEEE Computer Society Press, 1995.

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36

Administration, Bonneville Power. PacifiCorp capacity sale: Draft environmental impact statement. [Portland, Or.]: Bonneville Power Administration, 1994.

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37

United States. Bonneville Power Administration., ed. PacifiCorp capacity sale: Draft environmental impact statement. [Portland, Or.]: Bonneville Power Administration, 1994.

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38

Sobolevsky, Dmitry Yu. Strength of dilating soil and load-holding capacity of deep foundations: Introduction to theory and practical application. Rotterdam: A.A. Balkema, 1995.

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39

Pelletier, G. J. Colville River water quality: Pollutant loading capacity and recommendations for total maximum daily loads. Olympia, Wash: Washington State Department of Ecology, Environmental Investigations and Laboratory Services Program, Watershed Assessments Section, 1997.

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40

Moskalenko, Vladislav, Ivan Druz', Lev Leont'ev, and Valenin Tarasov. Features of the influence of the connection points of the set on the bearing capacity of the side floors of ice navigation vessels. ru: INFRA-M Academic Publishing LLC., 2022. http://dx.doi.org/10.12737/1870592.

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The monograph is devoted to the consideration of the problems of damage to the side floors of ice navigation vessels from the action of concentrated ice load. The problems of the ultimate equilibrium of the beams of the on-board set are solved, taking into account the features of the ladder fastening. Extensive model experiments on the supercritical deformation of beams are presented. The methods of designing and defecation of the on-board set of ice navigation vessels, taking into account the cable connections, are proposed. It can be useful to scientists, specialists of ship repair plants, senior students of maritime universities, as well as specialists of research institutes and design bureaus evaluating the structural safety of ships under the influence of ice load.
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41

Bekbasarov, Isabay. Study of the process of driving piles and dies on models. ru: INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1074097.

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The monograph presents the results of experimental and theoretical studies conducted using models of driven piles and tape dies. The influence of the cross-section size, length, shape of the trunk and the lower end of the piles on their submergability, energy intensity of driving and load-bearing capacity was evaluated. The design and technological features of new types of piles are considered. A method for determining the load-bearing capacity of a pile model based on the results of dynamic tests has been developed. Similarity conditions and formulas are presented that provide modeling of the pile driving process in the laboratory. The influence of the shape of the tape dies on their submersibility, energy consumption of the driving and the bearing capacity of the foundations arranged in the vyshtampovannyh pits was evaluated. The method of determining the load-bearing capacity of a belt Foundation model based on the results of pit vyshtampovyvaniya is described. Recommendations on the choice of optimal parameters of piles and foundations, arranged in vystupovani pits. Recommended for researchers, specialists of design and construction organizations, doctoral students, postgraduates, undergraduates and students of construction and water management specialties.
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42

Lechman, Marek. Nośność i wymiarowanie przekrojów pierścieniowych elementów mimośrodowo ściskanych: Load-carrying capacity and dimensioning of annular cross-sections of members under compression. Warszawa: Wydawnictwa Instytutu Techniki Budowlanej, 2006.

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43

Air traffic controller staffing in the en route domain: A review of the Federal Aviation Administration's task load model. Washington, D.C: Transportation Research Board, 2010.

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44

United States. Bonneville Power Administration., ed. PacifiCorp capacity sale: Final environmental impact statement : response to comments and errata. [Portland, Or.]: Bonneville Power Administration, 1994.

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45

Administration, Bonneville Power. PacifiCorp capacity sale: Final environmental impact statement, responses to comments and errata. [Portland, Or.]: Bonneville Power Administration, 1994.

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46

Larry, Sobel, and Langley Research Center, eds. Novel composites for wing and fuselage applications: Speedy Nonlinear Analysis of Postbuckled Panels in Shear (SNAPPS) : under contract NAS1-18784. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.

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47

Larry, Sobel, and Langley Research Center, eds. Novel composites for wing and fuselage applications: Speedy Nonlinear Analysis of Postbuckled Panels in Shear (SNAPPS) : under contract NAS1-18784. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.

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48

Kazuhisa, Miyoshi, and NASA Glenn Research Center, eds. Sliding wear and fretting wear of DLC-based, functionally graded nanocomposite coatings. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 1999.

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49

Ahmed, Rafiq. Analysis of stress concentration at holes in components made of 2195 aluminum-lithium. MSFS, Ala: National Aeronautics and Space Administration, Marshall Space Flight Center, 1995.

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50

Lau, Francis C. M., and Chenzhong Chenzhong Xu. Load Balancing in Parallel Computers: Theory and Practice. Springer, 2013.

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