Rozprawy doktorskie na temat „Axial loads”
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Knappett, Jonathan Adam. "Piled foundations in liquefiable soils : accounting for axial loads". Thesis, University of Cambridge, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.595853.
Pełny tekst źródłaLund, Julie. "Buckling of cylindrical members with respect to axial loads". Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for produktutvikling og materialer, 2014. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-26324.
Pełny tekst źródłaBoggs, Thomas P. "Determination of axial load and support stiffness of continuous beams by vibration analysis". Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-11102009-020304/.
Pełny tekst źródłaRupp, John F. "MODELING OF STEEL-JACKETED REINFORCED CONCRETE UNDER AXIAL COMPRESSIVE LOADS". The Ohio State University, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=osu1330615432.
Pełny tekst źródłaPaggett, Jon W. "Neutron diffraction study of load response and residual stresses in WC-(Ni/Co) composites". Diss., Columbia, Mo. : University of Missouri-Columbia, 2005. http://hdl.handle.net/10355/4109.
Pełny tekst źródłaThe entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (May 25, 2006) Vita. Includes bibliographical references.
Yun, Xiaoyou 1965. "Geomechanical behaviour of biaxially loaded rock". Thesis, McGill University, 2008. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=115913.
Pełny tekst źródłaThe objective of this research is to study the geomechanical behaviour of biaxially loaded rock. Three rock types were selected, namely limestone, granite and sandstone.
The laboratory work was conducted using a newly developed, 500-tonne biaxial loading frame, that is equipped with a servo-controlled load and displacement system. Recently patented in China, the new biaxial loading frame is spatially symmetric and equally rigid in both directions. Steel brush platens and solid platens with and without MoS2 were developed to help examine the end friction effect on biaxial strength. It is found that the biaxial strength can decrease up to 26.7% with the increase of cubic specimen size from 75 mm to 150 mm. The biaxial strength increases by 29.3% with the increase of loading rate from 1 MPa/s to 10 MPa/s, for granite. The biaxial strength of granite specimen decreases by nearly 6% when either solid platens with MoS 2 lubricant or brush platens are used. A comparison of the sigma 1-sigma2 failure envelopes reveals that the shape of the envelope and the location of the peak biaxial strength are dependent on the rock type.
Varying intensities of rock spalling generally initiate at the free faces of the specimen when sigma1 and sigma2 exceed sigma c/2. Ultimate failure occurs in the form of an out-of-plane shear failure, which splits the rock specimen into two or more wedges.
It is shown that both Mohr-Coulomb and Hoek-Brown criteria underestimate the biaxial strength of the rock. The Drucker-Prager failure criterion appears to provide poor correlation with experimental results. A new empirical biaxial rock failure criterion for intact rock is derived and another, accounting for rock mass characteristics through the Geological Strength Index (GSI), is then proposed.
Alday, John Hane. "The correlation of randomness with high tip losses in an axial flow fan stage". Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-11242009-020017/.
Pełny tekst źródłaLam, Sze Yue. "Effects of axial load, shielding and shape on negative skin friction on piles /". View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20LAM.
Pełny tekst źródła熊朝暉 i Zhaohui Xiong. "Reinforced concrete column behavior under cyclic loading". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2001. http://hub.hku.hk/bib/B31243836.
Pełny tekst źródłaXiong, Zhaohui. "Reinforced concrete column behavior under cyclic loading /". Hong Kong : University of Hong Kong, 2001. http://sunzi.lib.hku.hk/hkuto/record.jsp?B23530121.
Pełny tekst źródłaLee, Chung-Sheng. "Modeling of FRP-jacketed RC columns subject to combined axial and lateral loads". Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC campuses, 2006. http://wwwlib.umi.com/cr/ucsd/fullcit?p3211782.
Pełny tekst źródłaTitle from first page of PDF file (viewed June 14, 2006). Available via ProQuest Digital Dissertations. Vita. Includes bibliographical references (p. 288-295).
Fan, Jinsong. "Modeling of Lightly Confined Reinforced Concrete Columns Subjected to Lateral and Axial Loads". The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1515132459608892.
Pełny tekst źródłaYang, Yu-Wen. "Behavior of three-span braced columns with equal and unequal spans". Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-07292009-090428/.
Pełny tekst źródłaYucel, Mustafa Can. "Structural Identification, Damage Detection By Non-destructive Tests And Determining Axial Loads In Cables". Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12611278/index.pdf.
Pełny tekst źródła#64257
cation of existing structures using non-destructive tests is a common challenge that has been worked on for a long time. In this study, two di&
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erent methods were developed to &
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nd existing force on cables as well as determine bending characteristics (EI coe&
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cients) of beam like structures (such as bridges). Comparing forces in symmetrically placed cables or against values obtained from design drawings would indicate structural imbalance as well as &
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nding EI coe&
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cients at a number of segments on a bridge girder might indicate weak regions that might possibly have undergone structural damage, having weak connections, lost composite action etc. With the help of the proposed algorithm, the sti&
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ness parameters of bridges can be assessed and the location of any damage that is in the magnitude which can a&
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ect displacement behavior of system can be located. The developed methods are demonstrated using the values analytically obtained from the created models and the e&
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ectiveness of the algorithm is criticized. Furthermore, several damage scenarios on a scaled lab beam was used to test the application using real experimental data
including tests on undamaged beam (for identi&
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cation) and tests on the damaged beam. Additional experiments were conducted on a cable stretched in the laboratory instrumented using a load cell to measure instantaneous axial load on the cable and compare these values against the values obtained from the developed tension measurement device. The results are compared and conclusions are derived.
Tsantrizos, Anthony. "Internal deformation and strain of human lumbar intervertebral discs subjected to multi-axial loads". Thesis, McGill University, 2005. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=86056.
Pełny tekst źródłaSubsequently, these methods were used to quantify intradiscal deformations and strains in healthy and degenerated intervertebral discs during sub-maximal loads. Eighteen healthy and degenerated intervertebral discs were subjected with wires placed within and beads glued along their mid-traversal plane surface, to compression, extension, flexion and lateral bending. Cramo-caudal radiographs at unloaded and loaded steps documented wire and bead positions. Intradiscal nucleus pulposus displacements, circumferential, radial and shear strains in the annulus fibrosus and transitional zone under load were compared among all anatomical regions and between healthy and degenerated intervertebral discs.
The methods develop to estimate intradiscal strains from intradiscal wire intersection displacements demonstrated a relative overall accuracy of 2.9% (i.e. percent error from theoretical estimations). Generally, intradiscal circumferential and radial strains decreased from the transitional zone to the annulus fibrosus and increased at the side of bending during all bending conditions. Circumferential and radial strain peaks were observed in the postero-lateral regions even in healthy intervertebral discs during extension and lateral bending. Shear strains were generally uniform within the healthy intervertebral disc. Degeneration significantly increased intradiscal circumferential, radial and shear strains during all bending conditions (particularly in the postero-lateral regions). The increased nucleus pulposus migration in degenerative intervertebral discs appeared to have caused the increases in circumferential and radial strains and to some extent perhaps increases in shears strains.
The inner postero-lateral annulus fibrosus is predisposed to excessive normal circumferential and radial strains early on which coincide with morphological changes observed in the same regions. This observation suggests a predisposition to failure likely due to an inability of resisting delaminating normal strains. Furthermore, the increased nucleus pulposus migration observed in degenerated intervertebral discs appears to shift the pivot point during bending movements more posterior, which consequently forces the postero-lateral regions to consistently experience higher circumferential and radial strains. These effects may contribute to the segmental instability observed in degenerated motion segments prior to intervertebral disc failure.
Bulusu, Prashant. "Rolling contact fatigue predictions based on elastic-plastic finite element stress analysis and multiaxial fatigue /". abstract and full text PDF (free order & download UNR users only), 2006. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1437664.
Pełny tekst źródła"August, 2006." Includes bibliographical references (leaves 38-45). Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2006]. 1 microfilm reel ; 35 mm. Online version available on the World Wide Web.
Willis, C. R. "Design of unreinforced masonry walls for out-of-plane loading /". Title page, abstract and table of contents only, 2004. http://web4.library.adelaide.edu.au/theses/09PH/09phw7342.pdf.
Pełny tekst źródłaDamaraju, Avinash Sharma. "Investigation on the Stability of Noncompact and Slender Concrete Filled Tubes Subjected to Axial Loads". University of Cincinnati / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin151179557053975.
Pełny tekst źródłaRyan, Keri Lynn Chopra Anil K. "Estimating the seismic response of base-isolated buildings including torsion, rocking, and axial-load effects /". Berkeley : Earthquake Engineering Research Center, University of California, 2005. http://nisee.berkeley.edu/elibrary/.
Pełny tekst źródła"June 2005." Includes bibliographical references. Also available as an electronic document from the Earthquake Engineering Online Archive Earthquake: http://nisee.berkeley.edu/elibrary.
Juneja, Lokesh Kumar. "Multiaxial fatigue damage model for random amplitude loading histories". Thesis, Virginia Tech, 1992. http://hdl.handle.net/10919/41522.
Pełny tekst źródłaThe minimum of the two life values obtained from SWT model and the shear
strain model is compared with the life estimated by the proposed model with the
modified Morrow's mean stress model. The former is essentially the life predicted by
Socie. The results of the proposed model, as reduced to the uniaxial case, are also
compared with the experimental data obtained by conducting one-channel random
amplitude loading history experiments.
Master of Science
Rocca, Silvia. "Experimental and analytical evaluation of FRP-confined large size reinforced concrete columns". Diss., Rolla, Mo. : University of Missouri-Rolla, 2007. http://scholarsmine.mst.edu/thesis/pdf/Rocca_09007dcc803bfaf5.pdf.
Pełny tekst źródłaVita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed February 12, 2008) Includes bibliographical references.
Wolfe, David R. "Delamination buckling, postbuckling, and growth in axially loaded beam-plates". Thesis, Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/80114.
Pełny tekst źródłaMaster of Science
Shope, Ronald L. "Response of Wide Flange Steel Columns Subjected to Constant Axial Load and Lateral Blast Load". Diss., Virginia Tech, 2006. http://hdl.handle.net/10919/29521.
Pełny tekst źródłaPh. D.
Hussein, Amgad Ahmed. "Behaviour of high-strength concrete under biaxial loading conditions". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0008/MQ34188.pdf.
Pełny tekst źródłaChau, Siu-lee. "Effects of confinement and small axial load on flexural ductility of high-strength reinforced concrete beams". Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B31997661.
Pełny tekst źródłaXu, Xiangtao. "Investigation of the end bearing performance of displacement piles in sand". University of Western Australia. School of Civil and Resource Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2007.0086.
Pełny tekst źródłaLevy, Nina Hannah. "Modelling multi-directional behaviour of piles using energy principles". University of Western Australia. Dept. of Civil and Resource Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2007.0211.
Pełny tekst źródłaVedera, Kevin G. "An Experimental Methodology for Evaluating Power Losses of Rolling Element Bearings Subjected to Combined Radial and Axial Loads". The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1522933829712819.
Pełny tekst źródłaChen, Wen. "Uniaxial behaviour of suction caissons in soft deposits in deepwater". University of Western Australia. School of Civil and Resource Engineering, 2005. http://theses.library.uwa.edu.au/adt-WU2005.0136.
Pełny tekst źródłaGarner, Michael Paul. "Loading Rate Effects on Axial Pile Capacity in Clays". Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd2016.pdf.
Pełny tekst źródłaChau, Siu-lee, i 周小梨. "Effects of confinement and small axial load on flexural ductility of high-strength reinforced concrete beams". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B31997661.
Pełny tekst źródłaErdil, Baris. "Behavior Of Cfrp Confined Concrete Specimens Under Temperature Cycles And Sustained Loads". Phd thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614137/index.pdf.
Pełny tekst źródłaC to 50°
C. In order to understand the change in behavior of CFRP confined concrete specimens better, they were divided in six groups. A single effect was investigated in each group. After aging tests mechanical properties of the specimens were recorded via monotonic uniaxial loading. It was observed that temperature cycles had little effect on behavior but sustained loads changed the shape of the axial stress-strain diagram and resulted in a dramatic decrease in ultimate strain. Based on the test results and also using the data of similar studies available in the literature, strength and strain models considering the exposures as independent parameters were established and finally axial stress-strain curve was tried to be predicted.
De, Luca Antonio. "Behavior of Full-Scale Reinforced Concrete Members with External Confinement or Internal Composite Reinforcement under Pure Axial Load". Scholarly Repository, 2009. http://scholarlyrepository.miami.edu/oa_dissertations/348.
Pełny tekst źródłaAules, Wisam Amer. "Behavior of Non-Ductile Slender Reinforced Concrete Columns Retrofit by CFRP Under Cyclic Loading". PDXScholar, 2019. https://pdxscholar.library.pdx.edu/open_access_etds/4804.
Pełny tekst źródłaFridh, Jens. "Experimental Investigation of Performance, Flow Interactions and Rotor Forcing in Axial Partial Admission Turbines". Doctoral thesis, KTH, Kraft- och värmeteknologi, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-53699.
Pełny tekst źródłaDenna sammanläggningsavhandling består av fyra artiklar och föregås av en sammanfattning med kompletterande bilagor. Kärnan av undersökningen är experimentell även om referenser och jämförelser med numeriska modeller förekommer där så bedöms lämpligt. Det första steget i en industriell ångturbin kallas reglersteg om partialpådrag tillämpas. Det används rutinmässigt i kraftvärmeanläggningar som ofta körs vid dellaster för att åstadkomma en hög dellastverkningsgrad och hög stegeffekt. Inloppsflödet delas in separata och individuellt strypreglerade pådragsbågar som leder till det första munstycksgittret. Ibland används partialpådrag i små turbiner för att undvika korta blad och på så sätt minska takläckage och ändväggsförlusternas inflytande på den totala förlusten. Det finns i huvudsak tre aerodynamiska/aeromekaniska egenheter som bör beaktas. Först det första är det speciella aerodynamiska förluster associerade till partialpådrag eller reglersteget: ventilations-, tömnings och fyllningsförluster. För det andra, om det är en flerstegsturbin påverkas också nedströms steg negativt av det asymmetriska flödet runt omkretsen som innefattar stora tryckvariationer och flödesvinkelvariationer. För det tredje är den aeromekaniska situationen speciell jämfört med ett fullpådraget steg. För partialpådrag existerar dynamiska krafter med snabba laständringar vid in och utpassering i pådragsbågen. Även om det existerar generella förklaringar i den öppna litteraturen angående förluster så har inte förlustmekanismerna utretts i samma omfattning jämfört med fullpådrag. Ingen generell förlustkorrelation finns. Utmattning på grund oförutsedda excitationsfrekvenser, underskattade kraftamplituder eller en kombination av båda orsakar reglerstegshaveri för ångturbinintressenter. De huvudsakliga målsättningarna med denna studie är att experimentellt utforska och bestämma prestanda och förluster för ett stort antal partialpådragskonfigurationer. Samt att genomföra en vibrationsanalys (relaterat till aerodynamiska kraftimpulser) utifrån mätdata från provturbinen avhandlad häri. Detta för att kartlägga de aeromekaniska förutsättningarna och om möjligt identifiera egenheter viktiga för konstruktion av reglersteg. Prestandamätningar rörande verkningsgradstrender och generella strömningsvariationer runt omkretsen bekräftar resultat från den öppna litteraturen och därmed demonstrerar dugligheten av den partialpådragskonfiguration som används i luftprovturbinen. Dessutom visar resultaten bland annat att reaktionsgraden varierar kraftigt runt omkretsen med stora variationer i rotorns utloppsvinkel inte enbart i anslutning till sektorändar utan långt in i pådragssektorn. Flödeskapacitetskoefficienten eller turbinkonstanten ökar med minskat pådrag och fyllningsprocessen genererar stora variationer i rotorns inloppsvinkel förknippade med höga förluster. Det är viktigt att beakta dellastförutsättningarna och verkningsgradsminskningen för nedströms steg. Genom att använda två pådragsbågar istället för en för ett givet pådrag av 52,4% minskar partialpådragsförlusterna för nedströmssteget med nästan 10 % vid designpunkten, härlett från mätningar. Samlade medelvärden från roterande instationära mätningar visar på en fördubbling av det relativa dynamiska trycket vid rotortömning jämfört med en opåverkad del av pådragsbågen. Vibrationsanalys (relaterat till aerodynamiska kraftimpulser) av mätdata avslöjar att partialpådrag orsakar en stor mängd kraftimpulser med låga varvtalsmultiplar, främst från ventilationen och påavlastningsprocesserna. För provturbinen så är det helt och hållet kombinationer mellan antalet rotorblad och dessa kraftimpulser som orsakar strömningspåverkade vibrationer. Ett möjligt tillvägagångssätt konstruktionsmässigt för att ändra kraftspektrumet är att ändra längförhållandet mellan pådragen och blockerad del.
QC 20120109
Schäffner, Maximilian Frederic [Verfasser], Tobias [Akademischer Betreuer] Melz i Uwe [Akademischer Betreuer] Klingauf. "Quantification and evaluation of uncertainty in active buckling control of a beam-column subject to dynamic axial loads / Maximilian Frederic Schäffner ; Tobias Melz, Uwe Klingauf". Darmstadt : Universitäts- und Landesbibliothek Darmstadt, 2019. http://d-nb.info/1186258616/34.
Pełny tekst źródłaHoffmann, Daniel E. "Ex Vivo Biomechanical Evaluation of the Canine Cranial Cruciate Ligament Deficient Stifle with Varying Angles of Stifle Joint Flexion and Axial Loads After Tibial Tuberosity Advancement". The Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=osu1243981690.
Pełny tekst źródłaSalim, Md Wadud. "Deformation and degradation aspects of ballast and constitutive modelling under cyclic loading". Access electronically, 2004. http://www.library.uow.edu.au/adt-NWU/public/adt-NWU20050215.114659/index.html.
Pełny tekst źródłaCarvalho, Jessica Pires de. "Avaliação da estabilidade inicial de implantes instalados em modelos ósseos suínos padronizados em posicionamentos ao nível ou infraósseos". Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/58/58132/tde-26092016-145807/.
Pełny tekst źródłaWith the increase of oral rehabilitation with implants, immediate load can be used to reduce the treatment time. It is important to perform correct treatment planning for immediate implant loading, using 3D image analysis. The subcrestal implant positioning is one of the possible factors that may impact the success of immediate loading implants. Objective: The aim of this study is to evaluate the initial stability of osseointegrated implants placed infra bone or at the bone level in standardized porcine bone cylinders, through image (microcomputerized tomography) and mechanical analysis (resonance frequency, insertion torque and pull out test). Sixty bone cylinders were prepared from fresh porcine bone and separated in 2 groups: Group A 30 cylinders removed from femur head (high bone density) and Group B - 30 cylinders removed from the mandibular condyle (low bone density). Before the experimental procedure, the bone cylinders were certificated through 2D images analysis (digital radiography) to calculated bone density. After this, the bone cylinders were evaluated through micro computed three-dimensional analysis before the implant insertion. The parameters were analyzed in 2 levels (L1-bone volume internal to the threads and L2 - immediately adjacent to the end of threads). The microtomographical parameters analyzed were: Bone volume/Total volume (BV/TV), Trabecular thickness (TbSp), Bone surface/Volume ratio (BS/BV) and Total porosity percent (POTOT). Then, 60 implants (Alvim, 3.5 mm x 10 mm, Neodent®, Curitiba) were inserted in bone cylinders (1 implant in each cylinder), according to manufacturers protocol, and insertion torque was recorded for each implant. After that, the bone cylinders were submitted a new micro computed tomography analysis that evaluated the same levels and parameters, and Bone Implant Contact (BIC) was also recorded. After that, 5 implants were submitted to pull out test while the others implants received axial and non- axial load. After that, a new microcomputerized tomography analysis evaluated the same levels and parameters previously described, and resonance frequency analysis and pullout test were performed in the bone cylinders. 3D analysis showed that pre- and post-implants intra-groups had statistically significant differences for TbSp and POTOT parameters, and for BSBV and BIC parameters there were observed statistically significant differences for low bone densities groups. The values of differences between post and before loading showed statistically significant differences between G2 and G4 for TbSp, POTOT, BSBV, BV/TV and BIC parameters. The RFA analysis showed highest values for G2 and G4. Concerning insertion torque, the highest mean values were found in high bone densities groups. The pullout strength test showed that the non- axial loads in the low bone density maybe lead to implant displacement throughout the implant insertion axis. Bone density has a direct relationship with implant primary stability. Non- axial loads are harmful to peri- implantar bone tissue and subcrestal placement of implants presented the best mechanical and tomographical results.
Schneider, James A. "Analysis of piezocone data for displacement pile design". University of Western Australia. School of Civil and Resource Engineeringd%695 Electronic theses, 2008. http://theses.library.uwa.edu.au/adt-WU2008.0207.
Pełny tekst źródłaShamsai, Mohammad. "Prefabricated cage system for reinforcing concrete members". Columbus, Ohio : Ohio State University, 2006. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1141744526.
Pełny tekst źródłaSorensen, Taylor J. "Reducing Thermal Bridging and Understanding Second-Order Effects in Concrete Sandwich Wall Panels". DigitalCommons@USU, 2019. https://digitalcommons.usu.edu/etd/7642.
Pełny tekst źródłaKim, Myoung-Ho. "Analysis of Osterberg and Statnamic axial load testing and conventional lateral load testing". [Gainesville, Fla.] : University of Florida, 2001. http://etd.fcla.edu/etd/uf/2001/anp1033/MASTER.pdf.
Pełny tekst źródłaTitle from first page of PDF file. Document formatted into pages; contains xii, 165 p.; also contains graphics. Vita. Includes bibliographical references (p. 164).
Butz, Travis M. "Tests on pultruded square tubes under eccentric axial load". Thesis, Georgia Institute of Technology, 1997. http://hdl.handle.net/1853/21800.
Pełny tekst źródłaLau, Hin Chung. "Development of a multi-axial load distribution measurement device". Thesis, University of Strathclyde, 2013. http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=24966.
Pełny tekst źródłaUsman, Irfan-ur-rab. "Rotary-axial spindle design for large load precision machining applications". Thesis, University of British Columbia, 2010. http://hdl.handle.net/2429/30163.
Pełny tekst źródłaMohammed, Abdul Waheed. "Effects of Axial Component of Prestress in Load Balancing Method". OpenSIUC, 2012. https://opensiuc.lib.siu.edu/theses/802.
Pełny tekst źródłaRahman, Muhammad Motiur. "Geopolymer concrete columns subjected to axial load and biaxial bending". Thesis, Curtin University, 2013. http://hdl.handle.net/20.500.11937/1410.
Pełny tekst źródłaZand, Behrad. "Modeling of composite laminates subjected to multiaxial loadings". Columbus, Ohio : Ohio State University, 2007. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1189468229.
Pełny tekst źródłaDa, Silva Pedro. "Effect of concrete strength on axial load response of circular columns". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0030/MQ64216.pdf.
Pełny tekst źródła