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Artykuły w czasopismach na temat "ECCENTRICALLY LOAD"
Zhao, Bao Cheng, i Qiang Gu. "Energy-Dissipation Mechanisms and Seismic Design Recommendation of Eccentrically Braced Steel Frames". Applied Mechanics and Materials 71-78 (lipiec 2011): 3662–65. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.3662.
Pełny tekst źródłaHan, Bing, i Yuan Feng Wang. "Long Term Load-Carrying Capacity of Eccentrically Compressed Concrete Filled Steel Tubular Members". Key Engineering Materials 302-303 (styczeń 2006): 651–57. http://dx.doi.org/10.4028/www.scientific.net/kem.302-303.651.
Pełny tekst źródłaWu, Jieqiong, Jian Zhang, Bo Diao, Shaohong Cheng i Yinghua Ye. "Hysteretic Behavior of Eccentrically Loaded Reinforced Air-Entrained Concrete Columns under Combined Effects of Freeze-Thaw Cycles and Seawater Corrosion". Advances in Civil Engineering 2018 (19.07.2018): 1–10. http://dx.doi.org/10.1155/2018/3931791.
Pełny tekst źródłaPham, Quang N., Satoru Ohtsuka, Koichi Isobe i Yutaka Fukumoto. "Limit load space of rigid footing under eccentrically inclined load". Soils and Foundations 60, nr 4 (sierpień 2020): 811–24. http://dx.doi.org/10.1016/j.sandf.2020.05.004.
Pełny tekst źródłaArda, Mustafa, i Metin Aydogdu. "Buckling of Eccentrically Loaded Carbon Nanotubes". Solid State Phenomena 267 (październik 2017): 151–56. http://dx.doi.org/10.4028/www.scientific.net/ssp.267.151.
Pełny tekst źródłaMohamed, A. E. "Design Approach for Eccentrically Loaded Reinforced Concrete Sections". IOP Conference Series: Earth and Environmental Science 1056, nr 1 (1.08.2022): 012017. http://dx.doi.org/10.1088/1755-1315/1056/1/012017.
Pełny tekst źródłaTamrazyan, Ashot, i Levon Avetisyan. "Estimation of Load Bearing Capacity of Eccentrically Compressed Reinforced Concrete Elements under Dynamic Loading in Fire Conditions". Applied Mechanics and Materials 638-640 (wrzesień 2014): 62–65. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.62.
Pełny tekst źródłaHlaváček, M., i D. Vokoun. "The influence of articular surface incongruity on lubrication and contact pressure distribution of loaded synovial joints". Proceedings of the Institution of Mechanical Engineers, Part H: Journal of Engineering in Medicine 212, nr 1 (1.01.1998): 11–22. http://dx.doi.org/10.1243/0954411981533782.
Pełny tekst źródłaNivethitha, A. P., G. Vani i P. Jayabalan. "Numerical Analysis of Eccentrically Loaded Cold-Formed Plain Channel Columns". Journal of Structures 2014 (24.06.2014): 1–10. http://dx.doi.org/10.1155/2014/908415.
Pełny tekst źródłaŠćepanović, B., M. Knežević i D. Lučić. "Methods for determination of ultimate load of eccentrically patch loaded steel I-girders". Informes de la Construcción 66, Extra-1 (30.12.2014): m018. http://dx.doi.org/10.3989/ic.13.076.
Pełny tekst źródłaRozprawy doktorskie na temat "ECCENTRICALLY LOAD"
Otten, Zachary David. "Seismic Retrofitting of a Historic Structure with Limited Construction Documentation". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016.
Znajdź pełny tekst źródłaPrekopová, Pavlína. "Vliv seizmického zatížení na chování železobetonového rámu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409777.
Pełny tekst źródłaLo, Clifford Fook Leong. "Behaviour and design of eccentrically loaded bolted connections". Thesis, McGill University, 1987. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63986.
Pełny tekst źródłaBehera, Rabi Narayan. "Behaviour of Shallow Strip Foundation on Granular Soil Under Eccentrically Lnclined Load". Thesis, 2013. http://ethesis.nitrkl.ac.in/4599/1/Ph._D_Thesis_R_N_Behera.pdf.
Pełny tekst źródłaSethy, Barada Prasad. "Load carrying capacity of eccentrically loaded shallow rectangular foundation on granular soil". Thesis, 2014. http://ethesis.nitrkl.ac.in/6394/1/E-9.pdf.
Pełny tekst źródłaRANJAN, BHASKAR. "NUMERICAL ANALYSIS OF CENTRALLY AND ECCENTRICALLY LOADED SQUARE FOOTING ON GEOGRID-REINFORCED SOIL". Thesis, 2020. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18077.
Pełny tekst źródłaMahendar, Regoti. "Ultimate Bearing Capacity of Strip Footing on Granular Soil Under Eccentrically Inclined Load- A Numerical Approach". Thesis, 2015. http://ethesis.nitrkl.ac.in/7182/1/Ultimate_Mahendar_2015.pdf.
Pełny tekst źródłaChen, Wei-Sheng, i 陳韋升. "Experimental Study of Effect of Sinking and Eccentrical Load on Load-Carrying Capacities of Falsework". Thesis, 2007. http://ndltd.ncl.edu.tw/handle/09772331666373022747.
Pełny tekst źródła國立雲林科技大學
營建工程系碩士班
95
Regardless of the materials for falsework, the significant attention has been paid on the critical load of the falsework at different heights, and some actual situations on the construction sites and some details of accessories are usually ignored. In design, the falsework is always assumed as following. (1) The ground base had been properly tamped, and it is unnecessary to consider its settlement. (2) On the top U-shape regulator is used, and all the loads are directly and non-eccentrically conveyed into the vertical falsework. However, the investigation on the construction sites shows that in the actual construction of the falsework, the above two terms are difficult to be as ideal as that in design. The research results indicates that in the test of long-term settlement, the critical load of the combination system of the simple door-shape scaffold with wooden shores reduced the most, the second is the heavy support frame, and the pure simple door-shape scaffold system reduces the least. In the test of instantaneous settlement, the pure simple door-shape scaffold is similar to the heavy support frame in the reduction proportion of bearing capacity. On construction sites, ground arrangement should be certainly carried out first to avoid the settlement of the ground base. If the construction sites are close to rivers or agricultural irrigation ditches, the strength reduction factor needed to bear the settlement should be taken into consideration when the bearing capacity of the falsework is being calculated. In the tests of non-coaxial vertical loads, when the external force is loaded near the vertical steel tubes on both sides of the scaffold, the pure simple door-shape steel scaffold system is similar to the combination system of the simple door-shape scaffold with wooden shores in the reduction proportion of critical loads. In the test of non-coaxial vertical load with 1/2 and 1/3 configurations, the pure simple door-shape scaffold system is less than the combination system of the simple door-shape scaffold with wooden shores in the reduction proportion of critical loads. In construction sites, if the U-shape regulator is not used on the top scaffold, engineers should make the external loads near the vertical steel tubes on both sides of scaffolds to reduce the losses of the critical loads.
Zhang, Zhe-Lun, i 張哲綸. "Strength Analysis of Welded Connections under Eccentrical Loads". Thesis, 2016. http://ndltd.ncl.edu.tw/handle/78040051278667487225.
Pełny tekst źródła朝陽科技大學
營建工程系
104
The welded joints Mechanical behavior is complex, according to weld groups geometry, strength, eccentrically loaded and other factors as design considerations. This research conducted to study weld groups of steel construction the eccentrically load. Furthermore, apply the six analytical methods compared. Fillet weld analysis, there are two main methods, one is elastic method, it is an easy task to use, based on the eccentric force can be moved the center of gravity of the weld group, is resolved into a force acting though the center of gravity of the weld group and a moment. The other is ultimate design, it is complex calculations to analysis, based on the IC location depends upon the geometry of the weld group and the location and direction of the loading. Theoretically, the force equilibrium equations should be satisfied at the correct IC. Method of analysis had elastic method, instantaneous center of rotation method (IC method), AISC design tables method, Iwankiw’s method, correction Iwankiw’s method and piecewise Iwankiw’s method respectively. The IC method is the most accurate. Calculation process of the Iwankiw’s method, correction Iwankiw’s method and piecewise Iwankiw’s method are more easily than IC method. However, the most commonly used elastic method is the calculation for the most simple and conservative, but the error is the largest. AISC manuals provide the C coefficients for six specific load inclination angles only, which were derived based on the IC method. For a non-tabulated value have the tendency to linearly interpolate the C coefficient for a nonspecific angle value. However, this is not totally justifiable. Compared with other methods, correction Iwankiw’s method and piecewise Iwankiw’s method are closer IC method Based on case, engineers can be selection methods used as a reference design.
Tseng, Yu-Ying, i 曾育英. "Study on the Instantaneous Center of Bolted Connections due to Eccentrically Loads". Thesis, 2011. http://ndltd.ncl.edu.tw/handle/80455106922907130487.
Pełny tekst źródła國立中興大學
土木工程學系所
99
When eccentricity occurs in the plane of the faying surface, the bolt must be designed to resist the combined effect of the direct share and the additional shear from the induced moment. Two analysis methods for bolted connections of eccentrically loaded are the elastic method and the ultimate strength method. The ultimate analysis, which specified in AISC design manuals, has been used for the analysis of eccentrically loaded connections which is bolted. In the current AISC design manual, tabulated solutions for eccentric loads inclined at specified angles from vertical are provided. For the cases which inclined angles are in the range of 75°≦θ≦360°, the current AISC manual does not furnish available tables to apply. This study to evaluate the strength of eccentrically loaded connections, which are not limited to the bolt patterns listed in current AISC manuals, are presented and compared. A numerical procedure for the analysis of eccentric loads that are inclined at any angles from vertical is furnished. This will also accomplish a better solution for practicing engineer in their routine design.
Książki na temat "ECCENTRICALLY LOAD"
W, Pinson Mark, i Langley Research Center, red. Load-shortening behavior of an initially curved eccentrically loaded column. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1990.
Znajdź pełny tekst źródłaW, Pinson Mark, i Langley Research Center, red. Load-shortening behavior of an initially curved eccentrically loaded column. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1990.
Znajdź pełny tekst źródłaW, Pinson Mark, i Langley Research Center, red. Load-shortening behavior of an initially curved eccentrically loaded column. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1990.
Znajdź pełny tekst źródłaW, Pinson Mark, i Langley Research Center, red. Load-shortening behavior of an initially curved eccentrically loaded column. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1990.
Znajdź pełny tekst źródłaCzęści książek na temat "ECCENTRICALLY LOAD"
Blikharskyy, Yaroslav, Oleksandr Panchenko, Yuriy Sobko i Andriy Tereshko. "Calculation of Eccentrically Compressed RC Columns Strengthened by CFRP Under Different Load Level". W Lecture Notes in Civil Engineering, 29–39. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-14141-6_3.
Pełny tekst źródłaHan, Bing, i Yuan Feng Wang. "Long Term Load-Carrying Capacity of Eccentrically Compressed Concrete Filled Steel Tubular Members". W Environmental Ecology and Technology of Concrete, 651–57. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.651.
Pełny tekst źródłaPham, N. Quang, i Satoru Ohtsuka. "Numerical Investigation on Bearing Capacity of Rigid Footing on Sandy Soils Under Eccentrically Inclined Load". W Lecture Notes in Civil Engineering, 333–41. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7735-9_37.
Pełny tekst źródła"Relationship between global and local indicators of the performance of eccentrically braced frames under seismic loads". W Behaviour of Steel Structures in Seismic Areas, 385–92. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592-62.
Pełny tekst źródłaKoboevic, S., J. Rozon i R. Tremblay. "Relationship between global and local indicators of the performance of eccentrically braced frames under seismic loads". W Behaviour of Steel Structures in Seismic Areas. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592.ch52.
Pełny tekst źródłaStreszczenia konferencji na temat "ECCENTRICALLY LOAD"
Syafirra, Sonnia, Ming Narto Wijaya i Lilya Susanti. "Behavior of eccentrically braced frames on portal structure under cyclic load". W INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING AND MANUFACTURING SYSTEMS: ICMEMS2022. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0111512.
Pełny tekst źródłaSrinivasan, Malur N., i Vanchak Chayakul. "Buckling Behavior of Glass-Fiber Reinforced Polyester Pultruded Columns". W ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-62216.
Pełny tekst źródłaAl-Thairy, Haitham, i Faaiza Al-Naqeeb. "Numerical Investigation on the Behavior of Eccentrically Loaded LWRC Columns at Elevated Temperature". W 4th International Conference on Architectural & Civil Engineering Sciences. Cihan University-Erbil, 2023. http://dx.doi.org/10.24086/icace2022/paper.865.
Pełny tekst źródłaShenoy, B. Satish, Rammohan S. Pai B., Raghuvir Pai B. i Shrikanth Rao D. "Effect of Turbulence and Offset Loading on the Performance of a Single Pad Externally Adjustable Fluid Film Bearing". W ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-85760.
Pełny tekst źródłaSpiˆnu, Sergiu, i Emanuel Diaconescu. "Numerical Simulation of Elastic Conforming Contacts Under Eccentric Loading". W STLE/ASME 2008 International Joint Tribology Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ijtc2008-71275.
Pełny tekst źródłaAnyfantis, Konstantinos. "Ultimate Compressive Strength of Eccentrically Loaded Stiffened Panels in Ship Structures: A Computational Study". W ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-96708.
Pełny tekst źródłaCornelius, T. "Recent Developments in Design Methods for Masonry Pillar Structures". W IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0650.
Pełny tekst źródłaBerten, Karlien, i Bart De Pauw. "The use of a new slab track system in the renovation of the Vierendeel railway bridges in Mechelen". W IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0197.
Pełny tekst źródłaBerten, Karlien, i Bart De Pauw. "The use of a new slab track system in the renovation of the Vierendeel railway bridges in Mechelen". W IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0197.
Pełny tekst źródłaZhang, Sumei, Jie Chen, Zhenfeng Huang, Xiongxiong Zhang i Lanhui Guo. "Behavior of innovative T-shaped multi-partition steel-concrete composite columns under concentric and eccentric compressive loadings". W 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7004.
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