Готові списки джерел за темами / Push-over tests

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  2. Дисертації
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Добірка наукової літератури з теми "Push-over tests"

Автор: Grafiati
Опубліковано: 11 березня 2023

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Статті в журналах з теми "Push-over tests"

1

Lin, S. S., C. H. Lai, C. H. Chen, and T. S. Ueng. "Derivation of Cyclic p-y Curves From Instrumented Dynamic Lateral Load Tests." Journal of Mechanics 26, no. 2 (2010): 123–33. http://dx.doi.org/10.1017/s1727719100002987.

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AbstractIn this paper, an efficient method is proposed to derive cyclic p-y curves from either push-over or shaking table test results. The Fourier series function, satisfying the boundary conditions of a pile, is used to represent deflection behavior of the pile-soil system at each instant of time during loading interval. In order to obtain soil reaction along the pile shaft, convergence of the series after differentiation is guaranteed by applying the Cesaro sum technique. Results of four push-over tests and two other shaking table test results, conducted at the National Center for Research
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2

Zhang, X., J. A. Knappett, A. K. Leung, M. O. Ciantia, T. Liang, and F. Danjon. "Small-scale modelling of root-soil interaction of trees under lateral loads." Plant and Soil 456, no. 1-2 (2020): 289–305. http://dx.doi.org/10.1007/s11104-020-04636-8.

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Abstract Aim (1) To understand the tree root-soil interaction under lateral and moment loading using a physical modelling technique; (2) To detect the possible factors (e.g. root architecture, water condition, and stress level) influencing a tree’s push-over behaviour; (3) To identify suitable scaling laws to use in physical modelling. Methods Two 1:20 scaled root models with different architectures (namely, deep and narrow, and shallow and wide) were reconstructed and 3D printed based on the field-surveyed root architecture data. Push-over tests were performed both in elevated-gravity (centri
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3

Robinson, Hugh. "Multiple stud shear connections in deep ribbed metal deck." Canadian Journal of Civil Engineering 15, no. 4 (1988): 553–69. http://dx.doi.org/10.1139/l88-076.

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This paper summarizes the results of push-out tests conducted on 17 different types of shear connections simulating three distinct components of a composite floor system: (1) an interior beam (perpendicular metal deck), (2) a spandrel beam (perpendicular metal deck), and (3) a girder (parallel metal deck). Each push-out specimen had a layer of 152 × 152 WM9.1 × WM9.1 welded wire mesh at mid-depth of each concrete slab.Two composite beams, each with ribbed shear connections typical of those in two of the types of push-out specimens representing ribbed shear connections in interior composite bea
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4

Nezamian, Abolghasem, Riadh Al-Mahaidi, and Paul Grundy. "Bond strength of concrete plugs embedded in tubular steel piles under cyclic loading." Canadian Journal of Civil Engineering 33, no. 2 (2006): 111–25. http://dx.doi.org/10.1139/l05-091.

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Investigation of the load transfer of concrete plugs to tubular steel piles subjected to tension and compression and cyclic loading has been conducted at Monash University over the past 3 years. The work presented in this paper reports on the results of the combination of pull-out, push-out, and cyclic loading tests carried out on 15 steel tube specimens filled partially with reinforced concrete with variable lengths of embedment. The pull-out force was applied through steel reinforcing bars embedded in the concrete plug, and push-out forces were applied through a thick top circular plate on t
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5

Speranza, Michael J. A., Tim J. Gabbett, David A. Greene, Rich D. Johnston, Andrew D. Townshend, and Brett O’Farrell. "An Alternative Test of Tackling Ability in Rugby League Players." International Journal of Sports Physiology and Performance 13, no. 3 (2018): 347–52. http://dx.doi.org/10.1123/ijspp.2016-0701.

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This study investigated the relationship between 2 tests of tackling ability, muscle strength, and power in semiprofessional rugby league players. Thirty-one players, 19 first-grade and 12 second-grade, underwent tests of muscle strength (1-repetition-maximum bench press, chin-up, and squat) and power (plyometric push-up and countermovement jump). Tackling ability was assessed via video analysis of under-and over-the-ball tackle drills. The first-grade players had significantly greater scores in both the under-the-ball (P = .03, effect size [ES] = 0.84, 95% CI 0.07–1.50) and over-the-ball tack
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6

Lockie, Robert G., Robin M. Orr, and J. Jay Dawes. "Justified Concerns? An Exploration of the Leg Tuck in a Tactical Population." International Journal of Environmental Research and Public Health 19, no. 21 (2022): 13918. http://dx.doi.org/10.3390/ijerph192113918.

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The leg tuck was replaced by the plank in the Army Combat Fitness Test, in part because it was felt it discriminated against women. There is limited leg tuck research, including between-sex comparisons and relationships with other fitness tests. This study investigated the leg tuck in a firefighter trainee population (274 males, 31 females). Archival fitness test data included: Illinois agility test (IAT); push-ups; pull-ups; leg tucks; multistage fitness test; 4.54 kg backwards overhead medicine ball throw (BOMBT); 10-repetition maximum deadlift; and 18 kg kettlebell farmer’s carry over a 91.
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Zhong, Wei, Shuai Zhang, and Na He. "An Experimental Study on the Dynamic Evolution Characteristics of Soil Arching and the Rational Spacing of Anti-Slide Piles." Sustainability 14, no. 14 (2022): 8566. http://dx.doi.org/10.3390/su14148566.

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In order to analyse the dynamic evolution characteristics of soil arching during sliding processes, we conducted a series of model push-pile and direct shear tests. The tests’ results were used to design a relative displacement monitoring system and to introduce two dimensionless parameters (the push–compaction ratio (e) and the different degrees of push–compaction (t)) to investigate the degree of uneven soil deformation during the sliding processes. This innovative method was used to analyse the rational spacing between adjacent anti-slide piles. The results revealed that there was a push-to
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Zhang, Yongtao, Hehui Zheng, Minghao Tang, and Zhiqi He. "An Enhanced UHPC-Grout Shear Connection for Steel-Concrete Composite Bridges with Precast Decks." Advances in Civil Engineering 2021 (May 25, 2021): 1–15. http://dx.doi.org/10.1155/2021/5595174.

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This article develops an enhanced UHPC-grout shear connection for steel-concrete composite bridges with precast decks. The primary improvement is the use of ultra-high performance concrete (UHPC) as the connection grout. To validate the constructability and the mechanical performance of the new connection, two series of experimental tests (including grouting tests and push-out tests) were conducted. Results from the grouting tests show that both the pressure grouting method and the self-levelling grouting method are applicable to inject the UHPC grout into the channel void of the connection. R
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9

Kanyilmaz, Alper, Giovanni Brambilla, Gian Paolo Chiarelli, and Carlo Andrea Castiglioni. "Assessment of the seismic behaviour of braced steel storage racking systems by means of full scale push over tests." Thin-Walled Structures 107 (October 2016): 138–55. http://dx.doi.org/10.1016/j.tws.2016.06.004.

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10

Li, Yeou-Fong, Jian-Yu Lai, and Chung-Cheng Yu. "The Push-Over Test and Numerical Analysis Study on the Mechanical Behavior of the GFRP Frame for Sustainable Prefabricated Houses." Sustainability 11, no. 23 (2019): 6753. http://dx.doi.org/10.3390/su11236753.

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Анотація:
The glass fiber reinforced plastics (GFRP) composite material is a low carbon emission, low life cycle cost, and sustainable material. In this paper, the structural behavior of the lateral force resistant performance of GFRP composite material frames with steel joints was presented, and the energy dissipation and failure modes of the GFRP frames were discussed. A total of six GFRP frames, including single-span and double-span frames with and without diagonal bracing members, were tested by pushover tests to obtain the lateral load-displacement relationships of the GFRP frames. The force-displa
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Дисертації з теми "Push-over tests"

1

Huang, De-Zhi, and 黃德治. "Analysis and simulation of push over test for an existing Reinforced Concrete Building." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/90288428673223946892.

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碩士<br>中原大學<br>土木工程研究所<br>95<br>Analysis of the seismic assessment for the building result that relates to plastic hinge property for every member. But the plastic hinge property with studied the theory in the past, no studies have compared to existing building test data. So since the 94th year of the Republic of China, the National Center for Research on Earthguake Engineering carry out a series of static push over tests for existing building, in order to get result of the correspond to earthquake damage of reality. 　　This text use of various kinds of theories, calculate the intensity and pl
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Книги з теми "Push-over tests"

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Camper, Martin. The Interpretive Stases. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780190677121.003.0001.

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Анотація:
Chapter 1 introduces the interpretive stases as a neglected rhetorical method that could be productively employed by scholars to analyze debates over the meaning of texts in virtually any sphere. The chapter begins with a debate over one of the leaked 2009 “climategate” emails, which seriously damaged the credibility of climatologists, to illustrate the far-reaching consequences of interpretive arguments. A brief sketch is provided of the interpretive stases’ history, from their origins in ancient Greco-Roman legal theory to when they were dropped from rhetorical manuals in the seventeenth cen
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Частини книг з теми "Push-over tests"

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Hoogeveen, Troy, and Joe White. "A Macro Modelling Blind Prediction of a Cyclic Push-Over Test on a Full Scale Masonry House." In Seismic Hazard and Risk Assessment. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74724-8_34.

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2

Jackson, Rowan, Steven Hartman, Benjamin Trump, et al. "Disjunctures of Practice and the Problems of Collapse." In Perspectives on Public Policy in Societal-Environmental Crises. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-94137-6_7.

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AbstractThis chapter asks what insights long-term historical information from before the Great Acceleration and Anthropocene might offer to policy and practice in the twenty-first century. Conventional sustainability research usually focuses on shallower time horizons that could miss insightful environmental and social processes evolving over centuries to millennia. Although we push for increased engagement with historical researchers, parallels between pre-modern and contemporary environmental and societal challenges need to be treated with caution. So-called cases of societal collapse—often associated with environmental calamities—provide limited or at best flawed parallels with challenges faced today. The pitfalls of reductionism and determinism that often attend collapse discourse account for social agency and complexity in incomplete and unconvincing ways. Instead, we argue that historical evidence should serve as context to environmental problems faced today, as antecedents of the accelerated environmental change of later modernity rather than as direct analogies. Historical antecedents can be understood, to an extent, as previous experiments against which to test and improve theory or to structure possibilistic scenarios that help anticipate unexpected social and environmental challenges. In concluding, we suggest that researcher in historical sciences and the humanities require resources, space and incentives to explore sticky questions of uncertainty, risk, and vulnerability to environmental change together with global change researchers, policymakers, and environmental practitioners.
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3

Horvath, Joachim, Karina Meyer, and Alex Wiegmann. "Intuitive Expertise and Irrelevant Options." In Oxford Studies in Experimental Philosophy Volume 3. Oxford University Press, 2020. http://dx.doi.org/10.1093/oso/9780198852407.003.0012.

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Анотація:
In the ‘push-dilemma,’ a train is about to run over several people and can only be stopped by pushing a heavy person onto the tracks. Most lay people and moral philosophers consider the ‘push-option,’ i.e., pushing the heavy person, as morally wrong. Peter Unger (1992, 1996) suggested that adding irrelevant options to the push-dilemma would overturn this intuition. This chapter tests Unger’s claim in an experiment with both lay people and expert moral philosophers. This allowed an investigation of the ‘expertise defense,’ which various philosophers have suggested as an answer to ‘experimental restrictionists,’ who argue that experimental philosophy undermines the trustworthiness of intuitions about hypothetical cases. Overall, the chapter finds that adding irrelevant options increases the ratings for the push-option. Moreover, the intuitions of expert moral philosophers are no less susceptible to the presence of irrelevant options than lay people’s intuitions. The chapter discusses how these findings bear on the expertise defense.
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4

Finn, Chester E., and Andrew E. Scanlan. "Does Platinum Bend? Standards under Stress." In Learning in the Fast Lane. Princeton University Press, 2019. http://dx.doi.org/10.23943/princeton/9780691178721.003.0010.

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This chapter argues that the greatest asset of the Advanced Placement (AP) program over nearly seven decades has been its capacity to set and maintain lofty academic standards for high school students and to sustain those standards during times when many forces push to relax them. That is an extraordinary accomplishment, considering all that has happened in American education during this period. Academic standards of various kinds have become a big deal, a growth industry, and an endless source of controversy, especially when accompanied—as they usually are—by student tests. Advanced Placement's nongovernmental character is rare in the world of education standards, at least since 1989. That was the year that state governors and President George H. W. Bush convened in Charlottesville, Virginia, and emerged from their “summit” with an ambitious set of national education goals for the year 2000. Congress created the National Council on Education Standards and Testing to “explore the desirability and feasibility of establishing national education standards and a method to assess their attainment” and a National Education Goals Panel to monitor and report on how the country was doing in pursuit of the summit targets. Many complications, modifications, and pushbacks followed. Ultimately, the entire quarter-century sequence left many hostile both to governmental micromanagement of schooling and, especially, to anything that smacked of government-prescribed standards, curricula, and tests. With just a few exceptions and caveats, the AP program has been immune to this suspicion, rancor, and resistance.
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5

Marinari, Maddalena. "The Battle Begins." In Unwanted. University of North Carolina Press, 2020. http://dx.doi.org/10.5149/northcarolina/9781469652931.003.0002.

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Анотація:
The first chapter examines Italian and Jewish immigrants’ efforts to oppose proposed restrictions on new immigrants from eastern and southern Europe from the passage of the 1882 Immigration Act to the adoption of a literacy test in 1917. During this critical period in the rise of the antirestrictionist movement, both groups created national advocacy organizations (American Jewish Committee and the Order Sons of Italy) to negotiate with legislators in hopes of achieving more political influence. These organizations successfully opposed the passage of a literacy test for arriving immigrants older than 16 until World War I, when organizations like the Immigration Restriction League successfully used the war to mobilize labor unions, reformers, regular Americans, and politicians from the South eager to preserve their political influence to push for the test, which Congress passed over President Wilson’s veto. War and immigration emerge as linked processes in U.S. history. Amid rampant anti-immigrant rhetoric and violence during WWI, the debate over immigration policy pitted advocates for qualitative restriction against those who advocated for quantitative restriction as the best approach to curtail immigration from eastern and southern Europe. Supporters of the literacy test won a temporary battle.
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6

Chernov, Yury. "Data Quality Measurement Based on Domain-Specific Information." In Data Integrity and Data Governance [Working Title]. IntechOpen, 2022. http://dx.doi.org/10.5772/intechopen.106939.

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Анотація:
Over the past decades, the topic of data quality became extremely important in various application fields. Originally developed for data warehouses, it received a strong push with the big data concept and artificial intelligence systems. In the presented chapter, we are looking at traditional data quality dimensions, which mainly have a more technical nature. However, we concentrate mostly on the idea of defining a single data quality determinant, which does not substitute the dimensions but allows us to look at the data quality from the point of view of users and particular applications. We consider this approach, which is known as a fit-to-use indicator, in two domains. The first one is the test data for complicated multi-component software systems on the example of a stock exchange. The second domain is scientific research on the example of validation of handwriting psychology. We demonstrate how the fit-to-use determinant of data quality can be defined and formalized and what benefit to the improvement of data quality it can give.
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Zellinger, Elissa. "The Poetess and the Politics of Profession." In Lyrical Strains. University of North Carolina Press, 2020. http://dx.doi.org/10.5149/northcarolina/9781469659817.003.0002.

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Анотація:
This chapter argues that women's writing, specifically poetry in the "Poetess" genre, exposes the tensions that wrack both the ideal liberal and lyric selves. The self-made, autonomous liberal subject was built on a permeable public/private distinction; public circulation confirmed one's circumscribed, and therefore sovereign, interiority. With its expression of private feelings, Poetess poetry was thought to demonstrate the opposite—namely, women's inability to exert liberal self-possession in public and, by extension, their dependent social status and the necessity of confining them to the domestic sphere. In order to illustrate how the literary public sphere enforced these conventions over time, this chapter compares popular texts that rehearse the expectation that women poets were not professional writers but amateurs: they could not help but profess sincere feminine emotion in their poems. In so doing, authors writing Poetess poems could turn amateurism into a kind of public "profession" (both line of work and declaration), and thereby push against the boundaries of belonging that liberalism had set. The chapter explores this process with the example of Frances Sargent Osgood, whose poems specifically about the profession of the Poetess self-consciously expose a feminized interior in public.
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Тези доповідей конференцій з теми "Push-over tests"

1

Chen, Hung-Chi, Walter W. Chen, and Che-Hao Chang. "Novel in situ method for fast determination of bridge pier displacements during push-over tests." In International Symposium on Lidar and Radar Mapping Technologies. SPIE, 2011. http://dx.doi.org/10.1117/12.912834.

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Bienen, Britta, Mark J. Cassidy, and Christophe Gaudin. "Push-Over Response of a Jack-Up on Sand of Different Relative Densities." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79236.

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Анотація:
On location offshore, jack-up structures are subject to environmental loading from wind, waves and current in addition to self-weight. Over the operational period of the jack-up, the environmental loading on a given site may not be unidirectional along the jack-up’s ‘axis of symmetry’ but may act from different directions and/or be non-collinear (i.e. wind acting from a different direction than waves and current), resulting in complex load paths at the spudcan footings. This paper discusses load paths obtained from experiments on a scaled model jack-up for two different horizontal loading dire
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3

Pascual, Ana Maria, Ulrike Kuhlmann, Jakob Ruopp, and L. Stempniewski. "Headed studs close to concrete edge under pull-out." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7151.

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The capacity of the headed studs when they are close to the edge may be limited by the splitting forces in the concrete. In the Eurocode 4 Part 2 Annex C the shear capacity under this particular arrangement of the studs, which is directly dependent on the distance to the edge, is formulated. In addition, the geometrical restrictions to prevent the failure by pull-out of the studs are also given in clause C1 (2). These rules are based on push-out tests for the edge position where tension forces in the lying studs spread over the width of the specimen in this unfavorable way. Nonetheless, the cu
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4

Vlahos, G., M. J. Cassidy, and B. Knowles. "A Comparative Assessment of the Use of Spudcans and Caissons as the Foundations of Jack-Up Structures." In ASME 2005 24th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2005. http://dx.doi.org/10.1115/omae2005-67090.

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More than ever before, operators are advancing mobile jack-up units into deeper waters and harsher environments. Constraining their use is the capacity of the shallow foundations (typically inverted conical spudcans) to withstand the larger wave, wind and current loads of these environments. The use of foundation skirts (or caissons) is often touted as an alternative, though today only a small percentage of jack-up units use caisson foundations. One restraining feature is limited understanding of their behaviour when compared to conventional spudcan. This paper addresses this by comparing the
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San Andrés, Luis, Sean Den, and Sung-Hwa Jeung. "On the Force Coefficients of a Flooded, Open Ends Short Length Squeeze Film Damper: From Theory to Practice (and Back)." In ASME Turbo Expo 2017: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/gt2017-63152.

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Gas turbine aircraft engine manufacturers push for simple squeeze film damper (SFD) designs, short in length, yet able to provide enough damping to ameliorate rotor vibrations. SFDs employ orifices to feed lubricant directly into the film land or into a deep groove. The holes, acting as pressure sources (or sinks), both disrupt the film land continuity and reduce the generation of squeeze film dynamic pressure. Overly simple predictive formulations disregard the feedholes and deliver damping (C) and inertia (M) force coefficients not in agreement with experimental findings. Presently, to bridg
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Wilk, Stephen. "Parameters Affecting Lateral Track Strength After Surfacing." In 2022 Joint Rail Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/jrc2022-78724.

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Анотація:
Abstract Over the past two years, Transportation Technology Center, Inc. (TTCI) has been investigating how tie and ballast parameters affect lateral track strength after surfacing. This investigation included both a literature review of previous work in the United States and single tie push tests (STPTs) performed under a variety of tie and ballast conditions at the Facility for Accelerated Service Testing (FAST) in Pueblo, CO. Knowing which parameters affect lateral tie strength and comparing the influence of the various parameters can help in lateral stability risk-assessments in continuousl
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Tyrell, David, Karina Jacobsen, Eloy Martinez, and A. Benjamin Perlman. "Train-to-Train Impact Test of Crash Energy Management Passenger Rail Equipment: Structural Results." In ASME 2006 International Mechanical Engineering Congress and Exposition. ASMEDC, 2006. http://dx.doi.org/10.1115/imece2006-13597.

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Анотація:
On March 23, 2006, a full-scale test was conducted on a passenger rail train retrofitted with newly developed cab end and non-cab end crush zone designs. This test was conducted as part of a larger testing program to establish the degree of enhanced performance of alternative design strategies for passenger rail crashworthiness. The alternative design strategy is referred to as crash energy management (CEM), where the collision energy is absorbed in defined unoccupied locations throughout the train in a controlled progressive manner. By controlling the deformations at critical locations the CE
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8

Vigneri, Valentino, Christoph Odenbreit, and Matthias Braun. "Numerical evaluation of the plastic hinges developed in headed stud shear connectors in composite beams with profiled steel sheeting." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7166.

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Анотація:
For composite beams using novel steel sheeting, the current Eurocode 4 rules sometimes overestimate the load bearing capacity of the shear connector. This is due to the larger rib heights and the smaller rib widths in comparison with the old studies, which have been carried out to calibrate the current design equations. The RFCS Project “DISCCO” investigated this phenomena and the working group under mandate M515, CEN/TC250/SC4/SC4.T3 is enhancing this equation and working on a proposal to be taken over in the new version of Eurocode 4.The proposed new equation covers the failure behaviour of
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McFarland, Andrew W., Jonathan S. Colton, Daniel Cox, and Steven Y. Liang. "Manufacture of Microcantilever Sensors." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-81379.

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Анотація:
Mechanical micro machining is an emerging technology with many potential benefits and equally great challenges. The push to develop processes and tools capable of micro scale fabrication is a result of the widespread drive to reduce part and feature size. One important factor that contributes to the ability to machine at the microscale level is the overall size of the machine tool due to the effects of thermal, static, and dynamic stabilities. This paper explores the technical feasibility of miniaturized machine tools capable of fabricating features and parts on the micro scale in terms of dep
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Lehn, Patrick, Nils Hinzmann, and Jörg Gattermann. "New Approach for Offshore Pile Decommissioning With Hydraulic Presses and Floating Panels." In ASME 2020 39th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/omae2020-18784.

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Анотація:
Abstract Renewable Energies become more and more important in industries and society all over the world. In Germany, offshore wind farms generated 49 % of the renewable energies in 2018. Monopiles are the preferred system for the foundation of offshore wind turbines in water depths up to 40 m. They are authorized by the competent authority for 25 years. When reaching the end of lifetime, the structure inclusive the foundation must be decommissioned. The decommissioning of monopiles will be challenging in the future and can lead to unexpected costs and risks for the owners. Removing the monopil
Стилі APA, Harvard, Vancouver, ISO та ін.

Звіти організацій з теми "Push-over tests"

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SHEAR BEHAVIOR OF NOVEL DEMOUNTABLE BOLTED SHEAR CONNECTOR FOR PREFABRICATED COMPOSITE BEAM. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.2.

Повний текст джерела
Анотація:
Bolted shear connectors offer alternatives to achieve steel-concrete composite action instead of conventional welded headed studs especially for prefabricated constructions and demountable composite structures. This paper firstly proposed a new type of demountable steel-concrete bolted shear connectors based on the double-nut friction-grip high strength bolted connector, which modify the upper nut into conical locking nut. This paper performed ten full scale push-out tests to study shear behaviors of the developed new type of connectors. Testing parameters included bolt configuration, strength
Стилі APA, Harvard, Vancouver, ISO та ін.
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