Academic literature on the topic 'YAMUNA SAND'
Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles
Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'YAMUNA SAND.'
Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.
You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.
Journal articles on the topic "YAMUNA SAND"
1
Sourav De and Prabir Kumar Basudhar. "Steady State Strength Behavior of Yamuna Sand." Geotechnical and Geological Engineering 26, no. 3 (November 30, 2007): 237–50. http://dx.doi.org/10.1007/s10706-007-9160-5.
Full text
2
Sahu, Raghvendra, B. Janaki Ramaiah, Ramanathan Ayothiraman, and G. V. Ramana. "Dynamic Properties of Human Hair Fiber–Reinforced Yamuna Sand." Journal of Testing and Evaluation 48, no. 6 (May 1, 2019): 20180133. http://dx.doi.org/10.1520/jte20180133.
Full text
3
., Deepak Rana. "STUDY OF SHEAR BEHAVIOUR OF YAMUNA SAND BLENDED WITH SOFT SOIL." International Journal of Research in Engineering and Technology 06, no. 03 (March 25, 2017): 19–25. http://dx.doi.org/10.15623/ijret.2017.0603003.
Full text
4
Hanumantharao, C., and G. V. Ramana. "Effect of Non-Plastic Fines on Liquefaction Resistance and Pore Pressure Behavior of Fine Sand." International Journal of Geotechnical Earthquake Engineering 2, no. 2 (July 2011): 57–70. http://dx.doi.org/10.4018/jgee.2011070105.
Full textAbstract:
The liquefaction behavior of sand-silt mixtures is highly debatable. Various conflicting opinions are prevalent in literature, as no unique test parameter exists that can be used to express the effect of non-plastic fines on liquefaction resistance of sand. Thus, the present study critically reviews and summarizes the effect of non-plastic fines on liquefaction resistance of sand along with the test parameter and the range of fines contents used to arrive at the given conclusion. In addition, several stress controlled cyclic triaxial tests were conducted on fine Yamuna sand with varying percentages of non-plastic silt. In the current study, relative density has been adopted as the standard test parameter, as it can be directly correlated to the standard penetration value in the field. Results shows that if non-plastic fines are added to sand, liquefaction resistance increases below the limiting silt content and then liquefaction resistance decreases as further addition of fines when relative density is constant. As long as the fines are non-plastic, the pore pressure behavior is similar to that of sands and can be represented with the simple models.
5
Zaheeruddin and Shadab Khurshid. "Aquifer Geometry and Hydrochemical Framework of the Shallow Alluvial Aquifers in the Western Part of the Yamuna River Basin, India." Water Quality Research Journal 39, no. 2 (May 1, 2004): 129–39. http://dx.doi.org/10.2166/wqrj.2004.020.
Full textAbstract:
Abstract The Yamuna basin constitutes a part of the Ganga plain which is one of the most densely populated regions and one of the largest groundwater repositories on the earth. Agricultural activities, population growth, rapid industrialization, and unplanned urbanization in the plain have resulted in various geo-environmental hazards, in particular, deterioration of groundwater quality. This studies the aquifer geometry and geochemical evaluation of groundwater in terms of its suitability for domestic and agricultural uses. Groundwater in the basin occurs in Quaternary alluvium and fractures in highly consolidated Alwar quartzites. Hydrogeological cross sections revealed a two- to three-tier aquifer system down to 100 m below ground level. The aquifer sequence comprises of clay, silt, different grades of sand and gravel in varying proportions. Climatic conditions, weathering and anthropogenic activities control the groundwater chemistry in the basin. The pH and electrical conductivity (EC) of the groundwater is variable (pH = 5.5–8.8; EC = 500–6700 µS/cm). At most places, the groundwater is alkaline, hard, and saline. In general, the groundwater has a composition expressed in equivalent units of Na+>Ca2+>K+>Mg2+ for cations and Cl->SO42->HCO3->CO32- for anions. The majority of the samples analyzed are classified as Na-Cl water which imparts residual sodium carbonate (RSC) hazards in irrigation use. The next dominant water types are Ca-Mg-Cl and Ca-Mg-HCO3-. Groundwater with a higher proportion of NO3-, Na+, F-, and K+ at a few sites represents the influence of anthropogenic sources on groundwater composition. An excess of alkali metals (Na+ + K+) over Cl- reflects input from the weathering of sodium- and potassium-rich minerals. The high %Na, EC and sodium adsorption ratio (SAR) values at a few sites restrict its suitability for irrigation.
6
Shlapinskiy, V. Ye, H. Ya Havryshkiv, and Yu P. Haіevska. "NEW DATA ON PROMISING OIL AND GAS OBJECTS OF THE YAMNA SUITE OF THE PALEOCENE IN THE SOUTH-EASTERN PART OF THE SKІBA AND KROSNO COVERS OF THE UKRAINIAN CARPATHIANS." Geological Journal, no. 1 (March 29, 2023): 39–52. http://dx.doi.org/10.30836/igs.1025-6814.2023.1.268990.
Full textAbstract:
Thick sandstones of the Yamna suite are widespread throughout the Skіba cover, as well as in the south-eastern part of the Krosno cover. The research area is bounded by the Limnytsia River in the northwest and the Ukrainian-Romanian border in the southeast. Several promising structures comprising the Yamna sandstones (Brusturanska, Yanovetska, and Voronenkivska) are identified in this area. Among them, according to the number of positive indicators of oil and gas potential, the Voronenkivska structure (Nadvirna district of Ivano-Frankivsk region, near the settlements of Voronenka, Yablunytsya, Polyanytsya) is the most promising, localized in the Zelemyanka slice. The structure is divided by faults into four tectonic blocks and stretches for 8 km. Under the Oligocene rocks, crumpled into the anticlinal fold of the north-western extension, Paleocene-Eocene deposits are inferred according to the geological models, which contain thick sand strata of the Vyhoda (Middle Eocene) and Yamna suites of the total thickness over 300 m. Oil manifestations are documented in the Oligocene deposits on the surface. Potentially promising horizons may be in the depths range 1500-1800 m. The article extends the previous work devoted to the assessment of the oil and gas prospects of the Yamna suite of the Paleocene of the north-western part of the Skуba cover of the Ukrainian Carpathians. 4.2 million tons of oil were recovered from the Yamna sandstones of the Paleocene, which are characterized by good reservoir properties, in the fields localized in the north-western part of the Skiba cover. The Yamna sandstones in this sector of the Carpathians are also common in the Krosno cover. The uneven distribution of industrial oil potential between these two parts of the Carpathians is explained by lithological changes or the influence of structural and geochemical factors. A study of stratigraphy and reservoir properties of the Yamna sandstones, common in the deposits of the Skіba and Krosno covers, suggests that they comprise satisfactory reservoirs for hydrocarbons. Promising areas and structures have been identified and described.
7
Inoue, Tetsushi, Yoko Takematsu, Akinori Yamada, Yuichi Hongoh, Toru Johjima, Shigeharu Moriya, Yupaporn Sornnuwat, Charunee Vongkaluang, Moriya Ohkuma, and Toshiaki Kudo. "Diversity and abundance of termites along an altitudinal gradient in Khao Kitchagoot National Park, Thailand." Journal of Tropical Ecology 22, no. 5 (July 27, 2006): 609–12. http://dx.doi.org/10.1017/s0266467406003403.
Full textAbstract:
Termites are dominant invertebrates in tropical soils (Wood & Sands 1978) and are important mediators of decomposition in terrestrial ecosystems (Abe & Matsumoto 1979, Lawton et al. 1996, Lee & Wood 1971, Matsumoto & Abe 1979, Wood & Sands 1978, Yamada et al. 2005). Furthermore, these processes, such as carbon mineralization and nitrogen fixation, are dependent on the species assemblage structure of the termite community (Lawton et al. 1996, Yamada et al. 2005, 2006). Feeding habits of termites reflect their metabolic processes. The three major isopteran groups – wood-feeders, fungus-growers (fungus-growing wood/litter feeders), soil-feeders – appear to play very different roles in the decomposition process (Tayasu et al. 1997, Wood 1976, Wood & Sands 1978, Yamada et al. 2005). Consequently, the relative abundance of each feeding group provides useful information on the function of the termite assemblage in an ecosystem.
8
Zhou, Nian Qing, Shan Zhao, Wei Song, and Jun Otani. "Contaminant migration in unsaturated porous media using X-ray computerized tomography (CT)." Water Science and Technology 69, no. 5 (December 21, 2013): 953–59. http://dx.doi.org/10.2166/wst.2013.801.
Full textAbstract:
Landfills are usually located in unsaturated zones. Contaminant leaking can easily infiltrate groundwater through these porous media and contribute to groundwater pollution. The main objective of this work is to study the leachate migration in unsaturated porous media using X-ray computerized tomography (CT) and image-processing software. Silica sand and Yamazuna sand (collected from Japan) with different particle sizes are considered. Potassium iodide (KI) solution is used as a contaminant and injected into sand specimens at appropriate rates. The specimens are scanned at each cross section before and after contaminant injection by X-ray CT. Subsequently, all CT images are transformed into mean CT values by Image J software. VGStudio software is then used to reconstruct the subtracted images into three-dimensional images. The results indicate that vertical migration is dominant in uniform sand and horizontal migration is the main behavior in well-graded sand. Meanwhile, it is also confirmed that CT scanning is an effective technology to study contaminant migration in unsaturated porous media with different grain sizes.
9
Havryshkiv, Halyna, and Natalia Radkovets. "Paleocene deposits of the Ukrainian Carpathians: geological and petrographic characteristics, reservoir properties." Baltica 33, no. 2 (December 28, 2020): 109–27. http://dx.doi.org/10.5200/baltica.2020.2.1.
Full textAbstract:
The Paleocene Yamna Formation represents one of the main oil-bearing sequences in the Ukrainian part of the Carpathian petroleum province. Major oil accumulations occur in the Boryslav-Pokuttya and Skyba Units of the Ukrainian Carpathians. In the great part of the study area, the Yamna Formation is made up of thick turbiditic sandstone layers functioning as reservoir rocks for oil and gas. The reconstructions of depositional environments of the Paleocene flysch deposits performed based on well log data, lithological and petrographic investigations showed that the terrigenous material was supplied into the sedimentary basin from two sources. One of them was located in the northwest of the study area and was characterized by the predominance of coarse-grained sandy sediments. Debris coming from the source located in its central part showed the predominance of clay muds and fine-grained psammitic material. The peculiarities of the terrigenous material distribution in the Paleocene sequence allowed singling out four areas with the maximum development (> 50% of the total section) of sandstones, siltstones and mudstones. The performed petrographic investigations and the estimation of reservoir properties of the Yamna Formation rocks in these four areas allowed establishing priority directions of further exploration works for hydrocarbons in the study territory.
10
Yamini Anand, Mohd Abu Zaid. "Antioxidant Effect of Stevia Rebaudiana on Humanerythrocytes." Universities' Journal of Phytochemistry and Ayurvedic Heights 2, no. 29 (December 24, 2020): 26–31. http://dx.doi.org/10.51129/ujpah-2020-29-2(4).
Full textAbstract:
Abstract-The changing lifestyle and environment conditions have predisposed common man towards numerous diseases. Today most of the diseases are said to be caused by synthetic chemicals, toxic heavy metals, and the stress of modern living. It is also true that oxygen is essential for sustaining life but it is also dangerous to our existence. Oxygen is being viewed as playing a lead role in the generation of reactive intermediates, thereby causing cellular damage. Our body has the mechanism to handle free radicals and prevent its damaging effect, which involves the use of antioxidants as glutathione and antioxidant enzymes assuperoxidedismutase,catalase,glutathioneperoxidaseglutathionereductase, glutathione-S-transferase to counter these free radicals. When the redoxstatus of the body is overwhelmed by these radical species, this may result in variety of chronic diseases and even premature senility.The administration of natural antioxidant as food constitutes or therapeutic agents is looked-for to neutralize these reactive oxygen species and prevent or delay diseased condition caused by these reactive species. Most exogenous antioxidants come from raw vegetable fruits, spices, herbsandvariousmedicinalplants.Naturalantioxidants are always appreciated over synthetic ones because they lack toxic side effects. The present study deals with the effectsofStevia rebaudiana leaf extract on the statusantioxidant of RBC as evident by an in vitro dose-dependent decrease in the activity of erythrocytes superoxide dismutaseand catalase as compared to the normal control whereas at much higher concentration ofstevialeaf extract (100μg/ml)started to show a reversingtrendofitsprotectiveaction.
Dissertations / Theses on the topic "YAMUNA SAND"
1
RATHORE, ANSHUL. "EFFECT OF GEOTEXTILE ON YAMUNA SAND." Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/14879.
Full textAbstract:
In the present study characterization of Yamuna sand was done by various experiments like
X-ray Diffraction Test (XRD), Scanning electron microscope test (SEM), sieve analysis,
standard proctor compaction test. After literature study, it has been seen that so many
problems are associated with Yamuna sand from the construction point of view and it can be
stabilized with the help of various admixtures. For our study both woven and non woven type
geotextile are used to see the effect on the strength of Yamuna sand. The total of 37
unconsundrained triaxial tests was performed, out of which 21were successful. Direct shear
test was performed to check the bonding of geotextile with Yamuna sand by finding interface
friction angle parameter. The main aim of the project is to determine the application of both
woven and non-woven geotextile with Yamuna sand.
2
DEBNATH, SUBHANKAR. "DETERMINATION OF Nϒ VALUES THROUGH MODEL TEST ON YAMUNA SAND AND BADARPUR SAND." Thesis, 2017. http://dspace.dtu.ac.in:8080/jspui/handle/repository/15991.
Full textAbstract:
The most important geotechnical structures are the foundations, which transfer the load to the soil subgrade from the superstructures. The load carrying capacity of the soil per unit area is known as bearing capacity, based on which the foundation of structures is designed. There are mainly three factors on which present calculations of bearing capacity of a soil is based on. These are Nc, Nq and Nγ which depends on internal friction angle (φ) of soil.
Various researchers reveal that the failure surface below footing for general shear failure is divided into rigid zone and shear zone. There are many conventional methods of study which reveal the predefined failure zone and failure slip surface for determination of failure load on the footing based on which the list of bearing capacity factors is given. The use of predefined failure zones and slip surfaces leads to conservative results for the determination of bearing capacity factors. To overcome this problem many researchers also tried iterative computational procedures based on limit equilibrium method, upper bound and lower bound method, method of characteristics incorporated with finite element methods. The analyses of bearing capacity factors based on these studies are convergent for the values of Nc and Nq, but in case of Nγ the results are divergent. None of this methods give exact solution for Nγ values. As a result, along with various methodologies Nγ values can be found with considerable differences whereas the values of Nc and Nq from different studies are very closely spaced. Table :1 shows the difference of Nγ values as per few well known equations.
3
RANA, DEEPAK. "STUDY OF SHEAR BEHAVIOUR OF YAMUNA SAND BLENDED WITH SOFT SOIL." Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/15542.
Full textAbstract:
The structure resulting from compacting the soil at different water contents and energy levels can have a substantial effect on its shear strength. While the shear strength can be estimated based on the saturated shear strength parameters and the unsaturated angle of shearing resistance, limited studies have explored the variation of shear strength properties with different compaction states. In the present study, shear behaviour of virgin Yamuna sand and Yamuna sand blended with two clays of different mineralogy i.e. bentonite and kaolinite was investigated by Direct Shear test and Unconsolidated Undrained Triaxial test. Index properties and compaction characteristics of soil is also studied in this project. It was aimed to observe the shear behaviour of sand-bentonite and sand-kaolinite mixtures.
Various tests conducted on virgin soil were performed for the determination of following parameters: field moisture content, Atterberg Limits, Grain Size Analysis, Standard Proctor Compaction test, Direct Shear and Triaxial Unconsolidated Undrained test. Compaction tests were conducted on mixtures of 5%,10%,15%,20% by weight bentonite and kaolinite. Direct Shear test and UU Triaxial tests were performed on mixes with 5%,10%,15%,20% by weight of bentonite and kaolinite.
It was found that there is increase in MDD and OMC of the soil mixes for both kaolinite and bentonite. Maximum MDD was achieved with kaolinite clay and maximum OMC with bentonite clay. Direct shear test resulted in the increase in cohesion and decrease in friction angle for both bentonite and kaolinite. Similar results are obtained in UU Triaxial tests. However, shear parameters obtained in Direct Shear test is slightly more than obtained in Triaxial tests.
4
SONI, ANKIT. "STUDY OF SHEAR STRENGTH PARAMETERS OF YAMUNA SAND MIXED WITH POND ASH AND LIME." Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/15547.
Full textAbstract:
This study is to investigate the possibility of using pond ash in varying percentage as
fine aggregate substitute in Yamuna sand. In India, Thermal power plants are the main
source for production of energy and mainly coal is used to achieve this energy. Combustion
of coal leads to production of fly ash, bottom ash and Pond ash as a waste product. Pond
ash for this study is collected from NTPC BADARPUR, Delhi. From the construction point
of view, there are many problems associated with Yamuna sand. So it is important to
stabilize Yamuna sand.
The shear strength of the soil is one of the important aspects to be considered in any
geotechnical activity. Bearing capacity, Slope stability of earthen embankment and design
of retaining wall, all are related with shear strength characteristics of soil.
Previously In many places Pond ash is used as a stabilizing material. Pond ash with lime
shows increase in the stability of mix by forming cementious compound. There are several
work carried out for the stability of Yamuna sand.
In this study, Geotechnical properties of Yamuna sand and Pond ash is find out. Pond ash
in various proportions is blended with Yamuna sand and shear strength parameters of mix
are find out. For this various UU triaxial tests, Direct shear tests are performed and MDD
variation is studied. Various tests are performed for lime content determination. All the
above analyses were carried on every mix to acquire an optimum mix. The outcomes are
gathered in graphical form to observe the patterns in the different parameters.
Books on the topic "YAMUNA SAND"
1
Yi, Sang-se. Tal ŭl ssonŭn sanyangkkun: Yi Sang-se kiŏp yamang kŭkhwa. Sŏul-si: Segyo, 2003.
Find full text
2
By Sandy Feldstein Yamaha Band Student, Book 1: Flute [Paperback]. Alfred Music, 1998.
Find full textBook chapters on the topic "YAMUNA SAND"
1
Hathaway, Heather. "Writing as Resistance." In That Damned Fence, 34–55. Oxford University Press, 2022. http://dx.doi.org/10.1093/oso/9780190098315.003.0003.
Full textAbstract:
This chapter focuses on Topaz’s literary magazine, TREK, particularly on the contributions of the journalist Taro Katayama and the humorist Jim Yamada, and argues that their material critiqued the incarceration. The chapter sketches Katayama’s career in San Francisco prior to the war, including his relationship with James Omura, editor of Current Life, and describes Katayama’s frustration with government censorship he encountered when editing Tanforan’s newspaper, the Totalizer. In TREK, Katayama found the opportunity for greater freedom of expression and he used the venue to veil political statements in seemingly benign prose. Jim Yamada’s satire did the same. Yamada sometimes wrote under the pseudonym, Globularius Schraubi. The chapter analyzes the political messages that infuse Yamada/Schraubi’s play on H. L. Mencken’s The American Language: An Inquiry into the Development of English in the United States, which offers an inquiry into the development of “evacuese.”
2
Alberiko Gil-Alana, Luis. "Time Trends and Persistence in the Snowpack Percentages by Watershed in Colorado." In Weather Forecasting [Working Title]. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.95911.
Full textAbstract:
In this paper we investigate the time trend coefficients in snowpack percentages by watershed in Colorado, US, allowing for the possibility of long range dependence or long memory processes. Nine series corresponding to the following watersheds are examined: Arkansas, Colorado, Gunnison, North Platte, Rio Grande, South Platte, San Juan-Animas-Dolores-San Miguel, Yampa & White and Colorado Statewide, based on annual data over the last eighty years. The longest series start in 1937 and all end in 2019. The results indicate that most of the series display a significant decline over time, showing negative time trend coefficients, and thus supporting the hypothesis of climate change and global warming. Nevertheless, there is no evidence of a long memory pattern in the data.
Conference papers on the topic "YAMUNA SAND"
1
Haderbache, Ahmed. "Prise de parole et quête de liberté : les espaces de l’eau dans Aïcha de Yamina Benguigui." In XXV Coloquio AFUE. Palabras e imaginarios del agua. Valencia: Universitat Politècnica València, 2016. http://dx.doi.org/10.4995/xxvcoloquioafue.2016.2998.
Full textAbstract:
Aïcha est une série française de quatre téléfilms de Yamina Benguigui réalisée entre 2008 et 2011. Aïcha est une jeune française d’origine algérienne habitant dans une cité de la banlieue parisienne. Les différents épisodes nous retracent son parcours personnel et sa lutte sociale au quotidien, tout comme ses rêves et ses aspirations, dans une cité où diverses communautés cohabitent sous le regard des autres. Elle cherche son indépendance par le biais d’un positionnement identitaire qui s’oppose aux principes du mariage traditionnel, sans renier pour autant entièrement aux traditions familiales. En effet, cette Shéhérazade des temps modernes du périphérique parisien essaie de faire valoir ses propres normes face à la rigidité des préceptes de la communauté à laquelle elle est appartient. C’est dans des espaces liés aux rituels de l’eau que ces désirs et ces ambitions se rendent visibles. Ainsi, tout au long des quatre épisodes, le hammam devient un lieu de liberté pour Aïcha et toutes ces femmes de tous âges, religions et origines qui tâchent, grâce à une prise de parole au féminin, de résoudre les problèmes des ces êtres oubliés par l’État : le racisme vis-à-vis des jeunes diplômés issus des différentes générations d’immigrés, la sécurité dans les cités ou les mariages mixtes. C’est également au salon de coiffure entre deux shampoings que d’autres conflits interpersonnels et interculturels vont trouver des solutions. Les espaces, liés aux rituels corporels de lavage et de mise en beauté entre femmes où l’eau est un élément central, deviennent de la sorte des lieux privilégiés de prise de parole et de quête de liberté.DOI: http://dx.doi.org/10.4995/XXVColloqueAFUE.2016.2998
2
Yoshida, Shoichi. "Lower Bound Buckling Load of a Floating Roof Pontoon." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25092.
Full textAbstract:
The 2003 Tokachi-Oki earthquake caused severe damage to oil storage tanks due to liquid sloshing. Seven single-deck floating roofs had experienced sinking failures in large diameter tanks at a refinery in Tomakomai, Japan. The pontoons of the floating roofs might be buckled due to bending load during the sloshing. The content in the tank was spilled on the floating roof from small failures which were caused in the welding joints of pontoon bottom plate by the buckling. Then the floating roof began to lose buoyancy and sank into the content slowly. The elastic buckling of the pontoon is important from the viewpoint of the single-deck floating roof sinking. The authors had reported the buckling strength of the pontoons subjected to bending and compressive loads in the published literatures. The axisymmetric shell finite element method for linear elastic bifurcation buckling was used in the analysis. The buckling characteristics of the pontoon both with and without ring stiffeners were investigated. The initial geometrical imperfection may diminish the buckling load. This paper presents the lower bound buckling load according to the reduced stiffness method proposed by Croll and Yamada. The lower bound buckling loads of the pontoon subjected to circumferential bending load are evaluated from the axisymmetric finite element analysis which includes the reduced stiffness method.
3
Xiaozhi Wang and Neil Pegg, ISSC 2022 Editors. "Proceedings of the 21st International Ship and Offshore Structures Congress VOLUME 1 Technical Committee Reports." In 21st International Ship and Offshore Structures Congress, Volume 1. SNAME, 2022. http://dx.doi.org/10.5957/issc-2022-committee-vol-1.
Full textAbstract:
Preface The first volume contains the eight Technical Committee reports, and the second volume contains the reports of the eight Specialist Committees, presented and discussed at the 21st International Ship and Offshore Structures Congress (ISSC 2022) in Vancouver (Canada), on September 11–15, 2022. The Official Discussers’ reports and all floor discussions, including the replies by the committees, will be published after the Congress in electronic form. Table of Contents Preface .............................................................................................................iii Committee I.1: Environment .........................................................................1 Alexander Babanin (Chair); Mariana Bernardino; Franz von Bock und Polach; Ricardo Campos,; Jun Ding; Sanne van Essen; Tomaso Gaggero; Maryam Haroutunian; Vanessa Katsardi; Alexander Nilva; Arttu Polojarvi; Erik Vanem; Jungyong Wang; Huidong Zhang; Tingyao Zhu Committee I.2: Loads ................................................................................125 Ole Andreas Hermundstad (Chair); Shuhong Chai; Guillaume de Hauteclocque; Sheng Dong; Chih-Chung Fang; Thomas B. Johannessen; Celso Morooka; Masayoshi Oka; Jasna Prpić-Oršić; Alessandro Sacchet; Mahmud Sazidy; Bahadir Ugurlu; Roberto Vettor; Peter Wellens Committee II-1: Quasi-Static Response ....................................................227 James Underwood (Chair); Erick Alley; Jerolim Andrić; Dario Boote; Zhen Gao; Ad Van Hoeve; Jasmin Jelovica; Yasumi Kawamura; Yooil Kim; Jianhu Liu; Sime Malenica; Heikki Remes; Asokendu Samanta; Krzysztof Woloszyk; Deqing Yang Committee II.2: Dynamic Response .........................................................301 Gaute Storhaug (Chair); Daniele Dessi; Sharad Dhavalikar; Ingo Drummen; Michael Holtmann; Young-Cheol Huh; Lorenzo Moro; Andre Paiva; Svein Sævik; Rong-Juin Shyu; Shan Wang; Sue Wang; WenWei Wu; Yasuhira Yamada; Guiyong Zhang Committee III.1: Ultimate Strength ...........................................................395 Paul E. Hess (Chair); Chen An; Lars Brubak; Xiao Chen; Jinn Tong Chiu; Jurek Czujko; Ionel Darie; Guoqing Feng; Marco Gaiotti; Beom Seon Jang; Adnan Kefal; Sukron Makmun; Jonas Ringsberg; Jani Romanoff; Saad Saad-Eldeen; Ingrid Schipperen; Kristjan Tabri; Yikun Wang; Daisuke Yanagihara Committee III.2: Fatigue and Fracture ......................................................501 Yordan Garbatov (Chair); Sigmund K Ås; Henk Den Besten; Philipp Haselbach; Adrian Kahl; Dale Karr; Myung Hyun Kim; Junjie Liu; Marcelo Igor Lourenço de Souza; Wengang Mao; Eeva Mikkola; Naoki Osawa; Fredhi Agung Prasetyo; Mauro Sicchiero; Suhas Vhanmane; Marta Vicente del Amo; Jingxia Yue Committee IV.1: Design Principles and Criteria .......................................643 Matthew Collette (Chair); Piero Caridis; Petar Georgiev; Torfinn Hørte; Han Koo Jeong; Rafet emek Kurt; Igor Ilnytskiy; Tetsuo Okada; Charles Randall; Zbigniew Sekulski; Matteo Sidari; Zhihu Zhan; Ling Zhu Committee IV.2: Design Methods .............................................................745 Andrea Ivaldi (Chair); Abbas Bayatfar; Jean-David Caprace; Gennadiy Egorov; Svein Erling Heggelund; Shinichi Hirakawa; Jung Min Kwon; Dan Mcgreer; Pero Prebeg; Robert Sielski; Mark Slagmolen; Adam Sobey; Wenyong Tang; Jiameng Wu Subject Index .............................................................................................815 Author Index ...............................................................................................817