Log in

Relevant bibliographies by topics / Shetar / Dissertations / Theses

To see the other types of publications on this topic, follow the link: Shetar.

Dissertations / Theses on the topic 'Shetar'

Author: Grafiati

Published: 2 June 2025

Last updated: 31 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 dissertations / theses for your research on the topic 'Shetar.'

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.

Browse dissertations / theses on a wide variety of disciplines and organise your bibliography correctly.

1

Peng, Liying. "Shear strength of beams by shear-friction." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ38638.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Zhang, Ling. "The behaviour of granular material in pure shear, direct shear and simple shear." Thesis, Aston University, 2003. http://publications.aston.ac.uk/14162/.

Full text

Abstract:

In biaxial compression tests, the stress calculations based on boundary information underestimate the principal stresses leading to a significant overestimation of the shear strength. In direct shear tests, the shear strain becomes highly concentrated in the mid-plane of the sample during the test. Although the stress distribution within the specimen is heterogeneous, the evolution of the stress ratio inside the shear band is similar to that inferred from the boundary force calculations. It is also demonstrated that the dilatancy in the shear band significantly exceeds that implied from the bo

APA, Harvard, Vancouver, ISO, and other styles

3

Erzin, Yusuf. "Strength Of Different Anatolian Sands In Wedge Shear, Triaxial Shear, And Shear Box Tests." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12604689/index.pdf.

Full text

Abstract:

Past studies on sands have shown that the shear strength measured in plane strain tests was higher than that measured in triaxial tests. It was observed that this difference changed with the friction angle &amp<br>#966<br>cv at constant volume related to the mineralogical composition. In order to investigate the difference in strength measured in the wedge shear test, which approaches the plane strain condition, in the triaxial test, and in the shear box test, Anatolian sands were obtained from different locations in Turkey. Mineralogical analyses, identification tests, wedge shear tests (cyli

APA, Harvard, Vancouver, ISO, and other styles

4

Ifju, Peter G. "The shear gage and compact shear specimen for shear property measurements of composite materials." Diss., Virginia Tech, 1992. http://hdl.handle.net/10919/39976.

Full text

Abstract:

Techniques for shear property measurements for composite and isotropic materials were investigated. A new strain gage called the shear gage was conceived, designed, and tested for routine shear characterization on notched shear specimens. The shear gage integrates the shear strain in the entire test section of the losipescu and compact shear specimens. The result was consistent and accurate determination of the shear stress/strain response of materials. Prior knowledge of material properties or shear strain distributions were not required. Deficiencies in the losipescu shear test were automati

APA, Harvard, Vancouver, ISO, and other styles

5

Basak, Sankarananda. "Dynamics of stratified shear layer with horizontal shear /." Diss., Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC campuses, 2005. http://wwwlib.umi.com/cr/ucsd/fullcit?p3185923.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Tozser, Oliver. "Shear analysis using shear friction, size effect and prestressing." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ38645.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Pinilla, Camilo Ernesto. "Numerical simulation of shear instability in shallow shear flows." Thesis, McGill University, 2008. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=115697.

Full text

Abstract:

The instabilities of shallow shear flows are analyzed to study exchanges processes across shear flows in inland and coastal waters, coastal and ocean currents, and winds across the thermal-and-moisture fronts. These shear flows observed in nature are driven by gravity and governed by the shallow water equations (SWE). A highly accurate, and robust, computational scheme has been developed to solve these SWE. Time integration of the SWE was carried out using the fourth-order Runge-Kutta scheme. A third-order upwind bias finite difference approximation known as QUICK (Quadratic Upstream Interpola

APA, Harvard, Vancouver, ISO, and other styles

8

Ishtewi, Ahmad M. "Shear Capacity of Fiber-Reinforced Concrete Under Pure Shear." University of Dayton / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1354725447.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Dillon, Patrick. "Shear Strength Prediction Methods for Grouted Masonry Shear Walls." BYU ScholarsArchive, 2015. https://scholarsarchive.byu.edu/etd/4395.

Full text

Abstract:

The research in this dissertation is divided between three different approaches for predicting the shear strength of reinforcement masonry shear walls. Each approach provides increasing accuracy and precision in predicting the shear strength of masonry walls. The three approaches were developed or validated using data from 353 wall tests that have been conducted over the past half century. The data were collected, scrutinized, and synthesized using principles of meta-analysis. Predictions made with current Masonry Standards Joint Committee (MSJC) shear strength equation are unconservative and

APA, Harvard, Vancouver, ISO, and other styles

10

Nolph, Shawn Mark. "In-plane shear performance of partially grouted masonry shear walls." Pullman, Wash. : Washington State University, 2010. http://www.dissertations.wsu.edu/Thesis/Summer2010/s_nolph_050710.pdf.

Full text

Abstract:

Thesis (M.S. in civil engineering)--Washington State University, May 2010.<br>Title from PDF title page (viewed on July 21, 2010). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 96-97).

APA, Harvard, Vancouver, ISO, and other styles

11

GUPTA, ARUN KUMAR. "DETERMINATION OF SEISMIC PARAMETER OF RCC TALL BUILDING USING SHEAR CORE , SHEAR WALL AND SHEAR CORE WITH OUTRIGGER." Thesis, DELHI TECHNOLOGICAL UNIVERSITY, 2021. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18840.

Full text

Abstract:

This report covers the detailed explanation about the determination of seismic parameter of RCC tall building using shear core, shear wall and shear core with outrigger. Building are subjected to various loads such as dead load, live load ,wind load and seismic load. Seismic load has extreme adverse effect on building so it is necessary to perform seismic analysis This paper describe about the response of building when it is subjected to seismic load , this response can be shown by story drift and base shear. Seismic analysis has been performed on (G+30) building which is located in zone

APA, Harvard, Vancouver, ISO, and other styles

12

Crane, Charles Kennan. "Shear and shear friction of ultra-high performance concrete bridge girders." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34745.

Full text

Abstract:

Ultra-High Performance Concrete (UHPC) is a new class of concrete characterized by no coarse aggregate, steel fiber reinforcement, low w/c, low permeability, compressive strength exceeding 29,000 psi (200 MPa), tensile strength ranging from 1,200 to 2,500 psi (8 to 17 MPa), and very high toughness. These properties make prestressed precast UHPC bridge girders a very attractive replacement material for steel bridge girders, particularly when site demands require a comparable beam depth to steel and a 100+ year life span is desired. In order to efficiently utilize UHPC in bridge construction,

APA, Harvard, Vancouver, ISO, and other styles

13

Wasiewicz, Zbigniew Feliks. "Sliding shear in low rise shear walls under lateral load reversals." Thesis, University of Ottawa (Canada), 1988. http://hdl.handle.net/10393/5129.

Full text

APA, Harvard, Vancouver, ISO, and other styles

14

Carter, Katherine Anne. "Shear banding in polymeric fluids under large amplitude oscillatory shear flow." Thesis, Durham University, 2016. http://etheses.dur.ac.uk/11746/.

Full text

Abstract:

In this thesis, I theoretically explore shear banding of entangled linear polymer solutions and melts in large amplitude oscillatory shear strain (LAOStrain) and stress (LAOStress) protocols. This work moves beyond that of Moorcroft and Fielding [2013, 2014] who showed time-dependent shear banding in shear startup and step stress protocols. These protocols are only transiently time-dependent. LAOStrain and LAOStress have a sustained time-dependence. I consider the criteria derived in [Moorcroft and Fielding 2013] to predict the onset of shear banding in the transient material response for shea

APA, Harvard, Vancouver, ISO, and other styles

15

Voronkov, Igor. "Shear Alfvén waves and shear flow instabilities in the Earth's magnetosphere." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape15/PQDD_0003/NQ34851.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

16

Li, Yao. "Shear behaviour of sand in bi-directional direct simple shear tests." Thesis, University of Nottingham, 2016. http://eprints.nottingham.ac.uk/37279/.

Full text

Abstract:

In geotechnical engineering, soil is subject to shear stress, as well as normal stress. In many cases, soil is sheared along multiple directions, such as an embankment under earthquake loading and foundation soil of a structure under a complex loading. In recent years, significant research has been devoted to understanding the static and cyclic shear behaviour of sand under complex stress conditions. To investigate the shear behaviours of soils, a few testing devices have been specifically developed. The most commonly used apparatuses are direct shear, direct simple shear, and hollow cylinder

APA, Harvard, Vancouver, ISO, and other styles

17

Sadrizadeh, Sasan. "Instabilities in Pulsating Pipe Flow of Shear-Thinning and Shear-Thickening Fluids." Thesis, Linköpings universitet, Mekanisk värmeteori och strömningslära, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-82037.

Full text

Abstract:

In this study, we have considered the modal and non-modal stability of fluids with shear-dependent viscosity flowing in a rigid straight pipe. A second order finite-difference code is used for the simulation of pipe flow in the cylindrical coordinate system. The Carreau-Yasuda model where the rheological parameters vary in the range of 0.3 < n < 1.5 and 0.1 < λ < 100 is represents the viscosity of shear- thinning and shear thickening fluids. Variation of the periodic pulsatile forcing is obtained via the ratio Kω/Kο and set between 0.2 and 20. Zero and non-zero streamwise wavenumbe

APA, Harvard, Vancouver, ISO, and other styles

18

Mondo, Eleonora. "Shear Capacity of Steel Fibre Reinforced Concrete Beams without Conventional Shear Reinforcement." Thesis, KTH, Bro- och stålbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-41016.

Full text

Abstract:

While the increase in shear strength of Steel Fibre Reinforced Concrete (SFRC) is well recognized, it has yet to be found common application of this material in building structures and there is no existing national standard that treats SFRC in a systematic manner. The aim of the diploma work is to investigate the shear strength of fibre reinforced concrete beams and the available test data and analyse the latter against the mostpromising equations available in the literature. The equations investigated are:Narayanan and Darwish’s formula, the German, the RILEM and the Italian guidelines. Thirt

APA, Harvard, Vancouver, ISO, and other styles

19

Esfandiari, Afshin. "Shear strength of structural concrete members using a uniform shear element approach." Thesis, University of British Columbia, 2009. http://hdl.handle.net/2429/7130.

Full text

Abstract:

The simplest shear problem involves a two-dimensional rectangular element with uniformly distributed reinforcement parallel to the element sides, and subjected to uniform normal stresses and shear stress. Such a uniform shear element will have uniform average stresses in reinforcement and concrete. The simplest model for elements subjected to shear force and bending moment that leads to code provisions uses one uniform shear element. Shear force is assumed to be resisted by a central portion of the cross-section acting as a uniform shear element, while bending moment is assumed to be resisted

APA, Harvard, Vancouver, ISO, and other styles

20

Mercer, Stephen Sterling. "Nonlinear shear response of cantilever reinforced concrete shear walls with floor slabs." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/42164.

Full text

Abstract:

The nonlinear shear behaviour of cantilever reinforced concrete shear walls is complex and not fully understood. Design assumptions often oversimplify the wall response and can yield results which do not reflect the true response of the shear wall. One such assumption is analyzing the wall ignoring the effects from multiple floor slabs connected to the wall over its height. Floor slabs can provide a significant increase in wall shear capacity. This thesis examines the nonlinear shear response of walls, including the effect of floor slabs as a wall-slab system, through state-of-the-art nonl

APA, Harvard, Vancouver, ISO, and other styles

21

Qureshi, Farrukh Shahab. "Kinematics of shear deformation of materials under high pressure and shear stress." Diss., Georgia Institute of Technology, 1992. http://hdl.handle.net/1853/18841.

Full text

APA, Harvard, Vancouver, ISO, and other styles

22

Li, Chao. "Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing." Thesis, University of North Texas, 2012. https://digital.library.unt.edu/ark:/67531/metadc115111/.

Full text

Abstract:

In the cold-formed steel construction, the oriented strand board is a common material for shear wall sheathing. an OSB is made by using wood chips as raw materials that undergo high temperature pressing to create a multi-larger structure material. Due to the OSB having a high strength in shear, it is an important material used in the construction field. the thesis is trying to verify published nominal shear strength in AISI-213-07 in the first part. This objective has two parts: the first part is to verify nominal shear strength (Rn) for wind and other in-plane loads for shear wall. the second

APA, Harvard, Vancouver, ISO, and other styles

23

Janaraj, Thangarajah. "Studies on the in-plane shear response of confined masonry shear walls." Thesis, Queensland University of Technology, 2014. https://eprints.qut.edu.au/71899/1/Thangarajah_Janaraj_Thesis.pdf.

Full text

Abstract:

The prime aim of this research project is to evaluate the performance of confined masonry walls under in-plane shear with a view to contributing to the national masonry design standard through a set of design clauses. This aim stems from the criticisms of the current provisions of the in-plane shear capacity equations in the Australian Masonry Standard AS3700 (2011) being highly non-conservative. This PhD thesis is an attempt to address this gap in the knowledge through systematic investigation of the key parameters that affects the in-plane shear strength of the masonry walls through laborato

APA, Harvard, Vancouver, ISO, and other styles

24

Lee, V. "Layered stratified shear flows." Thesis, University of Bristol, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.364874.

Full text

APA, Harvard, Vancouver, ISO, and other styles

25

Miller, Ronald Lindsay. "Topics in shear instability." Thesis, Massachusetts Institute of Technology, 1990. http://hdl.handle.net/1721.1/54962.

Full text

Abstract:

Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Earth, Atmospheric, and Planetary Sciences, 1990.<br>Includes bibliographical references.<br>by Ronald Lindsay Miller.<br>Viscous destabilization of stratified shear flow -- Organization of rainfall by an unstable jet aloft.<br>Ph.D.

APA, Harvard, Vancouver, ISO, and other styles

26

Marcos, Ph D. Massachusetts Institute of Technology. "Bacteria in shear flow." Thesis, Massachusetts Institute of Technology, 2011. http://hdl.handle.net/1721.1/65278.

Full text

Abstract:

Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2011.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 68-74).<br>Bacteria are ubiquitous and play a critical role in many contexts. Their environment is nearly always dynamic due to the prevalence of fluid flow: creeping flow in soil, highly sheared flow in bodily conduits, and turbulent flow in rivers, streams, lakes, and oceans, as well as anthropogenic habitats such as bioreactors, heat exchangers and water supply systems. The presence of flow not only affects how bac

APA, Harvard, Vancouver, ISO, and other styles

27

Conley, Andrew Keller Herbert Bishop. "New plane shear flows /." Diss., Pasadena, Calif. : California Institute of Technology, 1994. http://resolver.caltech.edu/CaltechETD:etd-10182005-102648.

Full text

APA, Harvard, Vancouver, ISO, and other styles

28

Beal, Philip Edward. "Estimation of the shear strengths of root reinforced soils." Connect to resource, 1987. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1117654465.

Full text

APA, Harvard, Vancouver, ISO, and other styles

29

Chin, Mei Yun. "Shear resistance of oil palm shell concrete beams with and without shear reinforcement." Thesis, University of Nottingham, 2014. http://eprints.nottingham.ac.uk/14391/.

Full text

Abstract:

In recent years, the use of Oil Palm kernel Shell (OPS) aggregate as coarse aggregate in concrete has received increasing attention due to its environmental and economic benefits. To date, considerable amount of research have been carried out to aid the understanding of its concrete mixture designs and its material properties, but, only limited amount of works have been carried out to aid the current understanding with respect to its shear resistance. The main objective of this research was to investigate the shear resistance of Oil Palm kernel Shell Concrete (OPSC), and to compare with the co

APA, Harvard, Vancouver, ISO, and other styles

30

Azad, Bawan. "Shear strengtth of prestressed concrete beams without shear reinforcement : A comparison between equations." Thesis, KTH, Betongbyggnad, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302428.

Full text

Abstract:

A new version of EN 1992-1-1, Eurocode 2 for Design of Concrete Structures, is under development and one of the most discussed topics is shear capacity for prestressed concrete beams without shear reinforcement, partly because shear failure occurs suddenly and can have catastrophic consequences. For the new version of Eurocode, there are a total of three proposed equations to replace the two equations that currently exist in EN 1992-1-1 for shear capacity of prestressed concrete beams without shear reinforcement. One of the proposed equations is intended to replace the equation intended for be

APA, Harvard, Vancouver, ISO, and other styles

31

Lease, Adam R. "Insulation Impact on Shear Strength of Screw Connections and Shear Strength of Diaphragms." Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/44783.

Full text

Abstract:

Several thousand tests throughout the world have been conducted on the shear strength of screw connections in cold-formed steel, however, little to no research has been conducted on how various thicknesses of insulation placed between two sheets of steel, such as a steel panel and structural supporting member, affects a screw's shear strength. Elemental tests were conducted as part of this study at Virginia Tech where rolled fiberglass insulation was placed between two pieces of steel connected by self-drilling screws and tested to failure. The results were compared to the North American Spe

APA, Harvard, Vancouver, ISO, and other styles

32

Yung, See Yuen. "Determination of shear wave velocity and anisotropic shear modulus of an unsaturated soil /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20YUNG.

Full text

APA, Harvard, Vancouver, ISO, and other styles

33

Wallenfelsz, Joseph A. "Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/31943.

Full text

Abstract:

Full-depth precast deck panels are a promising alternative to the conventional cast-in-place concrete deck. They afford reduced construction time and fewer burdens on the motoring public. In order to provide designers guidance on the design of full-depth precast slab systems with their full composite strength, the horizontal shear resistance provided at the slab-to-beam interface must be quantified through further investigation. Currently, all design equations, both in the AASHTO Specifications and the ACI code, are based upon research for cast-in-place slabs. The introduction of a groute

APA, Harvard, Vancouver, ISO, and other styles

34

Lang, Maria Weisner. "Analysis of the Aashto Lrfd Horizontal Shear Strength Equation." Thesis, Virginia Tech, 2011. http://hdl.handle.net/10919/35631.

Full text

Abstract:

The composite action of a bridge deck and girder is essential to the optimization of the superstructure. The transfer of forces in the deck to the girders is done across a shear interface between the two elements. The transfer occurs through the cohesion of the concrete at the interface and then through the shear reinforcement across the interface. Adequate shear strength is essential to the success of the superstructure. A collection of 537 horizontal shear tests comprised the database for the study of various concrete types and interface surface treatments. The predicted horizontal shear st

APA, Harvard, Vancouver, ISO, and other styles

35

Tekin, Abdulkadir. "Blind Shear Ram Blowout Preventers: Estimation of Shear Force and Optimization of Ram Geometry." The Ohio State University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=osu1291178357.

Full text

APA, Harvard, Vancouver, ISO, and other styles

36

Bright, Victor M. "Shear horizontal surface acoustic waves." Diss., Georgia Institute of Technology, 1992. http://hdl.handle.net/1853/14831.

Full text

APA, Harvard, Vancouver, ISO, and other styles

37

Bilgen, Sedat. "Shear flocculation of fine cassiterite." Thesis, University of Exeter, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.304300.

Full text

APA, Harvard, Vancouver, ISO, and other styles

38

Kim, Kwon Hee. "Shear localization in viscoplastic solids." Thesis, Massachusetts Institute of Technology, 1987. http://hdl.handle.net/1721.1/14662.

Full text

APA, Harvard, Vancouver, ISO, and other styles

39

Scott, Alison Catherine. "Heterogeneity in high-shear granulation." Thesis, University of Cambridge, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.621989.

Full text

APA, Harvard, Vancouver, ISO, and other styles

40

Miller, Evan. "Magnetogenesis through Relativistic Velocity Shear." Thesis, Dartmouth College, 2016. http://pqdtopen.proquest.com/#viewpdf?dispub=10001975.

Full text

Abstract:

<p> Magnetic fields at all scales are prevalent in our universe. However, current cosmological models predict that initially the universe was bereft of large-scale fields. Standard magnetohydrodynamics (MHD) does not permit magnetogenesis; in the MHD Faraday’s law, the change in magnetic field <i> B</i> depends on <i>B</i> itself. Thus if <i> B</i> is initially zero, it will remain zero for all time. A more accurate physical model is needed to explain the origins of the galactic-scale magnetic fields observed today. In this thesis, I explore two velocity-driven mechanisms for magnetogene

APA, Harvard, Vancouver, ISO, and other styles

41

Smith, Paul Andrew. "Colloidal gels under oscillatory shear." Thesis, University of Edinburgh, 2004. http://hdl.handle.net/1842/11924.

Full text

Abstract:

We have studied the quiescent structure of dense colloidal gels with varying strength of attraction with confocal microscopy. We have obtained high quality 3-D images that allow quantitative comparison of the different gels by the extraction of the 3-D particle coordinates and subsequent of quantitative measures of the local particle structure. We have observed that the gels have a liquid-like, although frozen in-homogeneous structure. We have found an increase in the average number of bonds per particle for decreasing attraction strength, accompanied by changes in the particle-free void regio

APA, Harvard, Vancouver, ISO, and other styles

42

Chantry, Matthew James. "Localization in transitional shear flows." Thesis, University of Bristol, 2014. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.664975.

Full text

Abstract:

In turbulent flows at low Reynolds numbers localized structures are observed which can grow or spontaneously decay. Viewed as a dynamical system, a turbulent evolution forms a path through a phase space built upon exact invariant solutions of the Navier-Stokes equations. The leading stable and unstable manifolds of these solutions organise the local dynamics. In small periodic domains many of these solutions are known. However, to understand the full spatial-temporal nature of turbulence requires localized solutions which are unstable and live in a very high dimensional system. In the first ha

APA, Harvard, Vancouver, ISO, and other styles

43

Paudel, Subhash. "Shear thinning in monoclonal antibodies." Thesis, Kansas State University, 2016. http://hdl.handle.net/2097/32833.

Full text

Abstract:

Master of Science<br>Department of Physics<br>Jeremy D. Schmit<br>Antibodies are large Y-shaped proteins which are used by immune system to identify and neutralize pathogens. Monoclonal antibody therapy is used to treat different patient conditions. There are problems associated with the manufacturability and deliverability of mAb solutions due to the viscous nature of the protein. The viscosity of antibody solutions increases with the increase in concentration and decreases with applied shear. We want to know why these behaviours are seen and to address this problem we have developed a theory

APA, Harvard, Vancouver, ISO, and other styles

44

Attfield, Peter Richard. "Mechanisms of shear zone deformation." Thesis, Keele University, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.253688.

Full text

APA, Harvard, Vancouver, ISO, and other styles

45

Lyons, John C. "Strength of welded shear studs." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-06102009-063157/.

Full text

APA, Harvard, Vancouver, ISO, and other styles

46

Baumstein, Anatoly I. Saffman P. G. Saffman P. G. "Nonlinear water waves with shear /." Diss., Pasadena, Calif. : California Institute of Technology, 1997. http://resolver.caltech.edu/CaltechETD:etd-01042008-093737.

Full text

APA, Harvard, Vancouver, ISO, and other styles

47

Thomas, Wendy Evelyn. "Shear stress enhances bacterial adhesion /." Thesis, Connect to this title online; UW restricted, 2003. http://hdl.handle.net/1773/8056.

Full text

APA, Harvard, Vancouver, ISO, and other styles

48

Rychkov, Igor. "Block copolymers under shear flow." 京都大学 (Kyoto University), 2004. http://hdl.handle.net/2433/145457.

Full text

Abstract:

Kyoto University (京都大学)<br>0048<br>新制・課程博士<br>博士(理学)<br>甲第11046号<br>理博第2824号<br>新制||理||1421(附属図書館)<br>22578<br>UT51-2004-J718<br>京都大学大学院理学研究科物理学・宇宙物理学専攻<br>(主査)教授吉川研一, 教授小貫明, 助教授瀬戸秀紀<br>学位規則第4条第1項該当

APA, Harvard, Vancouver, ISO, and other styles

49

Lyčka, Lukáš. "Punching Shear of Flat Slabs." Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-408019.

Full text

Abstract:

The use of flat slabs in constructions due to its many functional and economic advantages is wide-spread. Behavior of flat slabs in shear and flexure is a fairly complex problem. Therefore, the punching shear failure belongs to one of the most critical aspects in the design of concrete buildings. Over the last decades several buildings have collapsed due to the failure of the punching shear strength, resulting in loss of lives and financial damages. These disasters revealed gaps in the current (or former) design codes and recommendations. As a part of theoretical framework of the dissertation

APA, Harvard, Vancouver, ISO, and other styles

50

Ambrose, Joseph George. "Deconvolution of lateral shear interferograms." Diss., The University of Arizona, 1994. http://hdl.handle.net/10150/186610.

Full text

Abstract:

This dissertation develops and presents an existing but little known method to provide an exact solution to the Wavefront Difference Equation routinely encountered in the reduction of Lateral Shear Interferograms (LSI). The method first suggested by Dr. Roland Shack treats LSI as a convolution of the wavefront with an odd impulse pair. This representation casts the Lateral Shear problem in terms of Fourier optics operators and filters with a simplified treatment of the reduction of the LSI possible. This work extends the original proposal applied to line scans of wavefronts to full two-dimensi

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!