Relevant bibliographies by topics / Liner building

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Liner building'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Liner building.'

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 "Liner building"

1

Georgescu, Mircea, Viorel Ungureanu, Aurelian Gruin, and Andra Floricel. "Building Cladding using Liner Trays: Experimental and Numerical Approach." IOP Conference Series: Materials Science and Engineering 603 (September 18, 2019): 022051. http://dx.doi.org/10.1088/1757-899x/603/2/022051.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Gavriilidis, Ilias, and Spyros A. Karamanos. "Liner wrinkling in offshore steel lined pipes during reeling installation." Thin-Walled Structures 166 (September 2021): 108114. http://dx.doi.org/10.1016/j.tws.2021.108114.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Reinbold, Vincent, Van-Binh Dinh, Daniel Tenfen, Benoit Delinchant, and Dirk Saelens. "Optimal operation of building microgrids – comparison with mixed-integer linear and continuous non-linear programming approaches." COMPEL - The international journal for computation and mathematics in electrical and electronic engineering 37, no. 2 (March 5, 2018): 603–16. http://dx.doi.org/10.1108/compel-11-2016-0489.

Full text
Abstract:
PurposeThis paper aims to present two mathematical models to solve the Energy Management problem of a building microgrid (MG). In particular, it proposes a deterministic mixed integer linear programming (MILP) and non-linear programming (NLP) formulations. This paper focuses on the modelling process and the optimization performances for both approaches regarding optimal operation of near-zero energy buildings connected to an electric MG with a 24-h time horizon. Design/methodology/approachA general architecture of a MG is detailed, involving energy storage systems, distributed generation and a thermal reduced model of the grid-connected building. A continuous non-linear model is detailed along with linearizations for the mixed-integer liner formulation. Multi-physic, non-linear and non-convex phenomena are detailed, such as ventilation and air quality models. FindingsResults show that both approaches are relevant for solving the energy management problem of the building MG. Originality/valueIntroduction and modelling of the thermal loads within the MG. The resulting linear program handles the mutli-objective trade-off between discomfort and the cost of use taking into account air quality criterion. Linearization and modelling of the ventilation system behaviour, which is generally non-linear and non-convex equality constraints, involving air quality model, heat transfer and ventilation power. Comparison of both MILP and NLP methods on a general use case provides a solution that can be interpreted for implementation.
APA, Harvard, Vancouver, ISO, and other styles
4

Son, Moorak, and Edward J. Cording. "Ground–liner interaction in rock tunneling." Tunnelling and Underground Space Technology 22, no. 1 (January 2007): 1–9. http://dx.doi.org/10.1016/j.tust.2006.03.002.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Spletzer, B. L., L. D. Lambert, V. L. Bergmann, and J. R. Weatherby. "Testing and analyses to investigate liner tearing of the reinforced concrete containment building." Nuclear Engineering and Design 145, no. 3 (December 1993): 387–401. http://dx.doi.org/10.1016/0029-5493(93)90248-8.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Yang, Yue, and Xiao Guo Chen. "Study on Harbin Metro Shield Tunnel Segment and the Deformation of Tunnel Rock." Applied Mechanics and Materials 405-408 (September 2013): 1297–300. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1297.

Full text
Abstract:
Deformation of segment and rock is one difficult question of the subway design. When building the calculation model of the liner we mainly think about the effect on the liner of the joint and the resistance force of the earth. In this paper the joint of the model of the used model is improved and the inner force formulas for the new model are derived. At last, the derived formulas and the existing formulas are validated by Harbin Metro Line 1. According to the research result, we can know the formulas derived in the paper are credible and they have academic practical meaning for design and construction of the subway liner.
APA, Harvard, Vancouver, ISO, and other styles
7

Wang, Jifei, Hongwei Huang, Xiongyao Xie, and Antonio Bobet. "Void-induced liner deformation and stress redistribution." Tunnelling and Underground Space Technology 40 (February 2014): 263–76. http://dx.doi.org/10.1016/j.tust.2013.10.008.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Vogel, Danny, Matthias Klimek, Michael Saemann, and Rainer Bader. "Influence of the Acetabular Cup Material on the Shell Deformation and Strain Distribution in the Adjacent Bone—A Finite Element Analysis." Materials 13, no. 6 (March 18, 2020): 1372. http://dx.doi.org/10.3390/ma13061372.

Full text
Abstract:
In total hip arthroplasty, excessive acetabular cup deformations and altered strain distribution in the adjacent bone are potential risk factors for implant loosening. Materials with reduced stiffness might alter the strain distribution less, whereas shell and liner deformations might increase. The purpose of our current computational study was to evaluate whether carbon fiber-reinforced poly-ether-ether-ketones with a Young´s modulus of 15 GPa (CFR-PEEK-15) and 23 GPa (CFR-PEEK-23) might be an alternative shell material compared to titanium in terms of shell and liner deformation, as well as strain distribution in the adjacent bone. Using a finite element analysis, the press-fit implantation of modular acetabular cups with shells made of titanium, CFR-PEEK-15 and CFR-PEEK-23 in a human hemi-pelvis model was simulated. Liners made of ceramic and polyethylene were simulated. Radial shell and liner deformations as well as strain distributions were analyzed. The shells made of CFR-PEEK-15 were deformed most (266.7 µm), followed by CFR-PEEK-23 (136.5 µm) and titanium (54.0 µm). Subsequently, the ceramic liners were radially deformed by up to 4.4 µm and the polyethylene liners up to 184.7 µm. The shell materials slightly influenced the strain distribution in the adjacent bone with CFR-PEEK, resulting in less strain in critical regions (<400 µm/m or >3000 µm/m) and more strain in bone building or sustaining regions (400 to 3000 µm/m), while the liner material only had a minor impact. The superior biomechanical properties of the acetabular shells made of CFR-PEEK could not be determined in our present study.
APA, Harvard, Vancouver, ISO, and other styles
9

Lugovyy, P., V. Kryts’kyi, and N. Kryts’ka. "Analysis of the Dynamic Behavior and Stress-Strain State of NPP Containment under Nonstationary Impacts." Nuclear and Radiation Safety, no. 3(71) (August 15, 2016): 38–47. http://dx.doi.org/10.32918/nrs.2016.3(71).08.

Full text
Abstract:
The paper presents the analysis of dynamic behavior of the reinforced concrete containment of NPP unit under the combined effect of internal pressure shock caused by the accident in the reactor hall and seismic impact of design-basis earthquake using the finite element method (FEM) and DIPROS software. Using the modal analysis and numerical solution of the FEM equations of containment concrete, the stress-strain state of the building structure in the post-accident period was defined. It is shown that the maximum intensity of the stresses in the steel liner of the containment does not exceed the yield strength of the steel liner material. Accordingly, the liner integrity is preserved, the containment remains operable and ensures compliance of radiation safety requirements.
APA, Harvard, Vancouver, ISO, and other styles
10

Yu, Si Qin, Bin Ji, and Jin Hai Chen. "Container Ship Investment Based on Real Option." Applied Mechanics and Materials 380-384 (August 2013): 4557–61. http://dx.doi.org/10.4028/www.scientific.net/amm.380-384.4557.

Full text
Abstract:
This study investigates liner companies' timing of investment and sealing up container ships based on real option theory. The Dixit model is adopted to find out a pair of trigger prices for entry and exit with the assumption freight rate obey Geometric Brownian Motion. More new ship-building orders and entrants lead to lower future freight rate in the oligopoly liner shipping market. This model is tested empirically basic on the data of a 9000 TEU container ship on Far East-Europe route and the result is positive comparing to the number of ship orders. Liner companies' should make decision base on the freight of the ship in operation. Therefore, ship investment should be made at the new ship order trough and freight trough.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Liner building"

1

Čespivová, Pavlína. "Změna hodnoty pozemků vyvolaná nově vznikajícími liniovými stavbami." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2011. http://www.nusl.cz/ntk/nusl-232578.

Full text
Abstract:
This thesis aims at clarifying the relationship between the value of the plot and the optimization, modernization or construction of a new line structure, especially a large scale line structure such as a railway or a road. This thesis was written in order to determine more precisely the total amount for the purchase, rental, and setting-up of easements on the plots affected by the construction. Upon calculating the budget price all the factors affecting the value of the plot are not emphasized now. Thus, the aim is to match the budget price as closely as possible with the financial resources which were actually spent. In most cases these structures fall under the category of “structures in the public interest”, and so they comply with respective legal regulations. What is essential is the database of affected plots whose value changes depending on the change of their use, character, and attractiveness based on the respective legal regulations. The thesis attempts at obtaining as much information as possible on the behaviour of the plot owner and construction investor from a large database of affected plots, and to cover the development of the value affected by the construction both in positive and negative terms.
APA, Harvard, Vancouver, ISO, and other styles
2

Kelly, Harry James IV. "Site Lines: Building in Earth and Sky." Thesis, Virginia Tech, 2015. http://hdl.handle.net/10919/51254.

Full text
Abstract:
At Jones Point in Alexandria, Virginia, it is easy to perceive the movements of the tides, the stars, and the sun, or to point to the markers and structures that dot the peninsula. However, the rules that govern the heavenly bodies and the intended purposes of the earthly constructions are not as readily discerned. Situated here, a marina and sailing school on the banks of the Potomac River finds order in the astronomical rhythm and man-made history of Jones Point, and they structure the significance of the site through building. This project first aspired to re-imagine the ceiling and the floor as primary architectural elements. The floor and the ceiling became an analogy: The floor is the Earth, the ceiling is the sky. This building orders its site by unifying the diverse elements at Jones Point and allows one to find orientation in the terrestrial as well as the celestial. It is by building that we put ourselves in relation to the world. We imbue materials and our constructions with significance. In Architecture, it is the construction of our ideals, desires, and wonder -- rendered in material -- that shelters us from the biting cold or the beating sun. We draw our stories in the sky and we build them on the earth.
Master of Architecture
APA, Harvard, Vancouver, ISO, and other styles
3

Saneinejad, Abolghasem. "Non-linear analysis of infilled frames." Thesis, University of Sheffield, 1990. http://etheses.whiterose.ac.uk/1801/.

Full text
Abstract:
This thesis is concerned with the analysis of building frames acting compositely with infilling wall panels. The significance of the composite action is emphasized and previous work on infilled frames is reviewed. The existing methods of analysis are categorized and their analytical assumptions are highlighted. It is concluded that more accurate results may be obtained from the development of a non-linear finite element analysis. The finite element method is reviewed and new elements for representing beams, interfaces and loading are developed. Failure criteria for concrete under multiaxial stress and also failure criteria for masonry under uniaxial compression are developed. The non-linear elastoplastic behaviour of concrete is modelled using the concept of equivalent uniaxial strain and the model is extended for cracked materials. Elastoplastic models are also developed for ductile materials(steel) for secant and incremental changes of stresses and strains. These models and the newly developed elements are incorporated into the finite element analysis which is numerically implemented by a new computer program, NEPAL. A number of steel frames with concrete inf ills covering the practical range of beam, column and infill strengths and also wall panel aspect ratios, are analysed using this program. The finite element results are compared with the predictions of a range of existing methods of analysis and their limitations are discussed in detail. A new method of hand analysis is developed, based on a rational elastic and plastic analysis allowing for limited ductility of the infill and also limited deflection of the frame at the peak load. The new method is shown to be capable of providing the necessary information for design purposes with reasonable accuracy, taking into account the effects of strength and stiffness of the beams and columns, the aspect ratio for the infill, the semi-rigid joints and the condition of the frame-infill interfaces (co-efficient of friction and lack of fit). It is concluded that simple and economical design approaches can be established for frames with infilling walls.
APA, Harvard, Vancouver, ISO, and other styles
4

Aswegan, Kevin Paul. "Rational Procedure for Damage Based Serviceability Design of Steel Buildings Under Wind Loads and a Simple Linear Response History Procedure for Building Codes." Thesis, Virginia Tech, 2013. http://hdl.handle.net/10919/51549.

Full text
Abstract:
This thesis is divided into two topics: the development of a procedure for wind serviceability design of steel buildings and the development of a simple linear response history analysis for building codes. In the United States the building codes are generally silent on the issue of serviceability. This has led to a wide variation in design practices related to service level wind loads. Chapter 2 of this thesis contains a literature review which discusses pertinent aspects of wind drift serviceability, including selecting the mean recurrence interval (MRI), mathematical modeling of the structure, and establishment of rational deformation limits. Chapter 3 contains a journal article submitted to Engineering Journal which describes the recommended procedure for damage based wind serviceability design of steel structures. The procedure uses a broad range of MRIs, bases damage measurement on shear strains, includes all sources of deformation in the model, and bases deformation limits on fragility curves. Chapter 4 of this thesis contains a literature review which examines issues related to performing linear response history analysis. Chapter 5 contains a conference paper submitted to the Tenth U.S. National Conference on Earthquake Engineering which serves as a position paper promoting the inclusion of a linear response history analysis procedure in future editions of the NEHRP Recommended Seismic Provisions and ASCE 7. The procedure address the following issues: selection and scaling of ground motions, the use of spectral matched ground motions, design for dependent actions, and the scaling of responses with the response modification coefficient (R) and the deflection amplification factor (Cd).
Master of Science
APA, Harvard, Vancouver, ISO, and other styles
5

Castro, Izquierdo Esteban. "Optimal building heights around Bogotá's first subway line." Thesis, Massachusetts Institute of Technology, 2014. http://hdl.handle.net/1721.1/90091.

Full text
Abstract:
Thesis: M.C.P., Massachusetts Institute of Technology, Department of Urban Studies and Planning, 2014.
27
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 33-34).
The necessity of a more efficient and clean mode of transportation, combined with the possibility to increase real estate supply in Bogotá, makes the first subway line a remarkable opportunity to redefine the city's future. In order to do so, it is fundamental to understand the potential market demand in the area. Historically, the market has not been taken into account when defining land use regulations, that is why incorporating market factors would definitely contribute to a more appropriate land use policy. The purpose of the present research is to develop a model to estimate optimal building heights that can help in calculating optimal market densities in the first subway line catchment area. Estimating potential densities would be useful not only to make better land use and regulation policy, but also to find real estate opportunities in the subway corridor.
by Esteban Castro Izquierdo.
M.C.P.
APA, Harvard, Vancouver, ISO, and other styles
6

Javed, Khalid. "Non linear seismic response of asymmetric buildings." Thesis, University of East London, 1999. http://roar.uel.ac.uk/1260/.

Full text
Abstract:
The study presented in this thesis is an attempt towards a better understanding of the coupled lateral-torsional response of buildings subject to seismic ground motion. Some of the problems identified in the past studies are thoroughly investigated and some new areas of study are explored. Some of these problems encountered in the literature include (a) the existence of several definitions of uncoupled torsional to lateral frequency ratio (b) an arbitrary selection of structural parameters in a parametric analysis resulting in a physically inadmissible structure and (c) the effect of nonlinearity. Because of the simplified models with either eccentricity in one direction or the ground motion applied in only one direction, the effects of a bi-directional loading have not been investigated in detail. These effects may include the relative differences in the amplitude or phase components of the individual accelerograms and their orientation with respect to the building. The phase properties of accelerograms are of particular interest and these have not received much attention in the past. Using analytical methods such as Chasle's[16] and Gerschgorin's[39] theorems, the equation of motion of a bi-eccentric system is derived and all of the existing problems regarding the definition of structural parameters and their bounds are studied in depth. To facilitate nonlinear parametric study, a paraboloid non-linear elastic stiffness model is proposed. Fourier spectral methods are used to study the frequency domain characteristics of the accelerogram pair. The difference in phase and amplitude of the component frequencies in each direction are studied for their effects on the response. For phase difference, cross-correlation function is used as a comparative statistical indicator. USA earthquake records obtained from US National Geophysical Data Centre are grouped into four soil types and the analysis is performed for each group in order to explore the soil-dependency of the aforementioned effects on the response. Computer programs are written in FORTRAN for both parametric and numerical model analyses. The latter can handle any number and orientation of columns with the assumed nonlinear stiffness properties. Newmark's and Runge-Kutta methods of numerical integration with adaptive step size control have been used to calculate parametric and the hysteretic responses of the system. The response to harmonic ground acceleration is used as a preliminary investigation into the response to actual accelerogram frequency components. The study has developed relationships for different definitions of the uncoupled torsional to lateral frequency ratio. Detailed derivation of the Equation of Motion has clarified the confusion that produced different definitions in the past studies. Graphical descriptions of the admissibility bounds on system parameters are produced. The variation in the response quantities is studied for a range of amplitude and phase contents of the applied ground acceleration. The difference in phase and amplitude in x and y ground accelerations have been found to affect the response quite significantly. More generally, the relationship of these differences to the torsional mode amplification has been observed. The effects of structural frequency and eccentricity parameters are also studied. Graphs showing the relationship between, the angle of incidence of the accelerogram with respect to the principal axis of the building, and the phase difference in the accelerogram pair, have been produced. The proposed analysis involving the bi-directional ground acceleration on a bi-eccentric system is an improvement on the current methods employed in design practice. Further work is, however, required before simplified design recommendations can be made and some proposals for future research are given at the end of this thesis.
APA, Harvard, Vancouver, ISO, and other styles
7

Hirst, Edward A. J. "Characterisation of hemp-line as a composite building material." Thesis, University of Bath, 2013. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636516.

Full text
Abstract:
Hemp-lime is a comparatively novel renewable insulation material in the construction industry. Its use was first documented in the 1980’s, however, recent increased interest and the release of popular publications has resulted in an increased need for scientific investigation into the material. The research conducted in this investigation firstly focussed on furthering the empirical characterisation of hemp-lime and its constituents with particular attention paid to minimising fabrication variables and increasing the accuracy of final specimen bulk densities. Secondly attempts were made to quantify the degree of carbon sequestration that occurs as a result of the carbonation of the lime binder. A total of 196 specimens were fabricated for the main programme of work. It has been demonstrated that the novel fabrication methodology developed and tested in this investigation allows for reliable and consistent fabrication of specimens with almost identical final bulk densities. An average intrinsic empirical variability of 0.8% was determined for hemp-lime composites. It has been shown that the values of CO2 sequestration varied between 151- 192kg/m3 for the current formulated binders and composite bulk densities being used or considered in the UK construction industry. This resulted in a minimum 100% increase above the lowest estimated sequestration value from previous investigations. Preliminary carbonation constant values for hemp-lime have been determined, however, further testing is required to establish definite values based on a wider sample of testing.
APA, Harvard, Vancouver, ISO, and other styles
8

Hessner, Victor. "Design for Spolia : Reusable structures in a linear building sector." Thesis, Umeå universitet, Arkitekthögskolan vid Umeå universitet, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-171707.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Norgren, Karin. "Evaluation of Robust Model Building Tools to Improve the Efficiency of Non-linear Mixed Effect Model Building Workflows." Thesis, Uppsala universitet, Institutionen för farmaci, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-451801.

Full text
Abstract:
Population PK models aim to describe the change in drug concentration over time for a specific population. The populations in population PK modelling often refer to subjects in a clinical trial of a potential drug candidate. Population PK models are frequently described by non-linear mixed effect (NLME) models, that including both random and fixed effect components. The fixed effect components 𝜽 (THETA) portray typical parameter values in the population while the random effects components 𝜼 (ETA) allow for the incorporation of inter-individual variability (IIV) on the typical population value. The IIVs are therefore an important element of NLME models, but the estimation of the IIVs can be time consuming and become a limiting factor for more complex models. Linear approximation of the IIV’s has been suggested as a way to reduce the estimation time whilst maintaining robustness. The aim of this project was to evaluate and compare the estimation time and robustness of the IIVs for the linear approximation of parameter estimation errors in NLME models compared to those estimated in non-linear models. Population PK NLME models were developed for two datasets of phenobarbital and moxonidine. The datasets contained different levels of complexity such as number of subjects, datapoints and route of administration. The models were developed within R-studio using the assembler and Pharmpy packages and evaluated in NONMEM 7.5. Based on the objective function values (OFVs), obtained in the model building processes, selected models were linearised using Pearl speaks NONMEM (PsN). The estimated 𝜀′𝑠 and run-time of the linearised models were compared to their non-linearized counterparts. For all the models a reduction in run-time could be observed but with a slight variation in the estimations between the linearised and non-linearised models. The biggest run time reduction was seen in the oral transit compartment models for moxonidine with a 3100-fold reduction in estimation time. The estimation time reduction displayed could more quickly provide valuable information regarding the chosen error models of more complex models and while parameters estimated may not be identical to the non-linearised models, they should be sufficient during the model building phase.
APA, Harvard, Vancouver, ISO, and other styles
10

Wood, Robert S. "At the regulatory front lines : building inspectors and new public management /." Thesis, Connect to this title online; UW restricted, 2003. http://hdl.handle.net/1773/10791.

Full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Liner building"

1

Building the Titanic: An epic of the creation of history's most famous ocean liner. Pleasantville, NY: Reader's Digest, 2005.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Smyth, Denis. An Atlantic tragedy: The story of the building and sinking of the White Star liner Titanic on the night of April 14/15, 1912 in the North Atlantic. [North Belfast: s.n., 1992.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Denis, Smyth. An Atlantic tragedy: The story of the building and sinking of the White Star Liner Titanic on the night of April 14/15, 1912 in the North Atlantic. Belfast: North Belfast History Workshop, 1991.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

Barth, Wolff-Dietrich. Abstandsvorschriften der Niedersächsischen Bauordnung: Kommentar. Hannover: Deutscher Gemeindeverlag, 1990.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Temme, Heinz-Georg. Landesbauordnung Nordrhein-Westfalen: Abstandflächen und Abstände. 3rd ed. Düsseldorf: Werner-Verlag, 1990.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Landvogt, Erasmus. A compactification of the Bruhat-Tits building. Berlin: Springer, 1996.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

Williams, H. P. Model building in mathematical programming. 5th ed. Chichester, West Sussex: Wiley, 2013.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

Bunke, Helga, and Olaf Bunke, eds. Statistical Methods of Model Building: V1. Statistical Inference in Linear Models. Chichester, New York, USA: John Wiley & Sons Ltd, 1986.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

Titanic: Building the world's most famous ship. Guilford, Conn: Lyons Press, 2010.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

The complete book of building and flying model airplanes. New York: Prentice Hall Press, 1986.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "Liner building"

1

Olive, David J. "Building an MLR Model." In Linear Regression, 85–162. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-55252-1_3.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Emmons, Paul. "Flowing lines." In Drawing Imagining Building, 97–118. New York: Routledge, 2019.: Routledge, 2019. http://dx.doi.org/10.4324/9781315567600-5.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Emmons, Paul. "Occult dashed lines." In Drawing Imagining Building, 119–36. New York: Routledge, 2019.: Routledge, 2019. http://dx.doi.org/10.4324/9781315567600-6.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Shult, Ernest E. "Chamber Systems and Buildings." In Points and Lines, 291–397. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-15627-4_9.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Cook, David. "Robot Line-Following." In Robot Building for Beginners, 63–78. Berkeley, CA: Apress, 2009. http://dx.doi.org/10.1007/978-1-4302-2749-6_6.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Cook, David. "Robot Line-Following." In Robot Building for Beginners, 75–93. Berkeley, CA: Apress, 2002. http://dx.doi.org/10.1007/978-1-4302-0826-6_6.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Cook, David. "Robot Line-Following." In Robot Building for Beginners, 61–76. Berkeley, CA: Apress, 2015. http://dx.doi.org/10.1007/978-1-4842-1359-9_6.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

DeGagne, Alexa, and Megan Gaucher. "The thin blue line between protection and persecution." In Building Abolition, 43–57. London: Routledge, 2021. http://dx.doi.org/10.4324/9780429329173-5.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Andersen, Per Kragh, and Lene Theil Skovgaard. "Model building: From purpose to conclusion." In Regression with Linear Predictors, 303–66. New York, NY: Springer New York, 2010. http://dx.doi.org/10.1007/978-1-4419-7170-8_6.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Cook, David. "Launching the Line-Follower." In Robot Building for Beginners, 385–403. Berkeley, CA: Apress, 2009. http://dx.doi.org/10.1007/978-1-4302-2749-6_25.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Liner building"

1

Spicer, R., and P. Frasca. "360. Airborne Fiberglass Exposure During Removal of HVAC Sound Liner." In AIHce 1997 - Taking Responsibility...Building Tomorrow's Profession Papers. AIHA, 1999. http://dx.doi.org/10.3320/1.2765502.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Russell, M. J., R. E. Spears, and R. G. Kobbe. "Seismic Evaluation of Atypical Special Plate Shear Walls." In ASME 2007 Pressure Vessels and Piping Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/pvp2007-26369.

Full text
Abstract:
The structure of a building undergoing a seismic reevaluation at the Idaho National Laboratory includes a number of steel plate walls and a roof liner which will act as shear diaphragms during an earthquake. Since the facility was designed and built long before such criteria were formulated, it is not surprising that these walls are not configured to meet all of the recently formulated requirements for such structures. To take advantage of these unusual structural elements, nonlinear analysis was used to ensure accurate modeling of the plate walls in a linear elastic seismic analysis of the full superstructure. The modeling was also used to establish the capacity of the plate.
APA, Harvard, Vancouver, ISO, and other styles
3

Anderson, Michael G. "Segmentation and Removal of the Carolinas-Virginia Tube Reactor (CVTR) Moderator Tank." In The 11th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2007. http://dx.doi.org/10.1115/icem2007-7154.

Full text
Abstract:
Special tooling has been deployed to segment the Moderator Tank (MT) at the Carolinas-Virginia Tube Reactor (CVTR) Parr site near Jenkinsville, South Carolina. The MT or reactor vessel, the most activated component remaining on site which included over 1,000 Ci of activation products, has been segmented into sections to fit within three hardware liners and three custom boxes. This work has been completed in approximately 12 months from tool conception to final packaging with no spread of contamination, no generation of secondary wastes and minimizing personnel radiological exposure. With contact dose readings in excess of 90 R/hr, segmentation of the MT had to be performed remotely and with the assurance that the spread of contamination to otherwise clean areas of the reactor building did not occur. Additionally, since the MT was entombed within a bioshield not capable of containing water, cutting had to be performed dry without benefit of shielding typically provided by the water of a spent fuel pool. In addition, the component removal scope included the removal, packaging and disposal of other activated components including thermal shields and the steel liner from the internal face of the bioshield. Concept engineering began in January 2006. Tools were tested and delivered in May 2006. Segmentation was completed in December 2006, followed by the removal of the thermal shields and bioshield liner. The component removal work was completed without the spread of contamination, no generation of secondary waste and an exposure total of 17 person rem.
APA, Harvard, Vancouver, ISO, and other styles
4

Obata, Tatsuya, Akihito Urashima, Kiyokatsu Watanabe, and Tsumoru Miyahara. "Advanced Construction Technologies for the Ohma Nuclear Power Plant Reactor Building of Electric Power Development Co., Ltd." In 18th International Conference on Nuclear Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/icone18-30163.

Full text
Abstract:
Electric Power Development Co., Ltd has been constructing Ohma Nuclear Power Plant aiming to start commercial operation in Nov. 2014. Ohma Nuclear Power Plant is located in Ohma-town, Aomori Prefecture and is a landmark power plant in which Mixed Oxide fuels can be loaded in the full core of the reactor. Hitachi-GE Nuclear Energy Ltd. and Kajima JV, both have extensive experience of nuclear power plant construction, are the main contractors of this project and supply the entire engineering, manufacturing of all major components, and execute the construction and commissioning for the reactor building. Ohma-town is located at the northernmost part of Aomori Prefecture bordering Tsugaru strait, where is exposed to severe cold and constant strong wind in winter. Such severe weather conditions make the construction very hard, however, Hitachi and KAJIMA tries to complete the project on schedule and on budget applying highly reliable advanced construction technologies, such as open-top and parallel construction method, all whether construction method, and large scale modularization technology. The groundbreaking (acquisition of the first construction permission) was already completed in May 2008. Its civil work steadily progressed, and the rock inspection was completed in Oct. 2009. Base mat will be completed in July 2010, and both building work and mechanical work go into full swing after installation of RCCV lower liner module.
APA, Harvard, Vancouver, ISO, and other styles
5

Lee, Sanghoon, Min-Soo Lee, Ju-Chan Lee, Woo-Seok Choi, and Ki-Seog Seo. "Development of Tritium Transport Package for ITER Supply." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57851.

Full text
Abstract:
For tritium supply to the fusion reactor of ITER (The Way to New Energy) [1], tritium need to be transported from tritium production sites, mainly the CANDU type reactor sites to the tritium plant building of ITER. Korea Atomic Energy Research Institute (KAERI) was commissioned the work of developing the transport package for tritium by ITER Organization and the first stage of the development has been just finished. The developed package was designed to carry 70 g of tritium and classified as a type B(U) package, which should comply with the requirements stipulated in IAEA Safety Standard Series [2]. The package is composed of a storage vessel, a containment vessel, an overpack and an aluminum liner which is a unique feature of the package. The aluminum liner between the storage vessel and the containment vessel is for containment control under the repetitive use of the package. The package has enough pressure resistance for 5 year in-site storage and the structural and thermal integrity under the hypothetical accident conditions has been demonstrated through a series of analyses.
APA, Harvard, Vancouver, ISO, and other styles
6

McDougald, Morgan A., Nelson S. Mims, Justin T. Moylan, Steven T. O’Shields, Zachary T. Satterfield, Brett T. Smentek, and Joshua D. Summers. "Experimental Studies on Traction Concepts: Endurance and Obstacle Testing." In ASME 2013 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/detc2013-12296.

Full text
Abstract:
This paper presents experimental endurance results of three undergraduate-designed and built soft soil traction concepts. An experimental approach was chosen due to the limitations of current analytical models of traction on soft soils. The use of analytical models requires detailed understanding of the geometry and mechanics of the tread not readily available. Experimental methods do not require this advanced understanding and provide rapid and realistic results. Building on previous research which showed that the use of high density foam and concave geometry increased the traction performance of a tire in sand, three new concepts are prototyped with a focus on exploring endurance and survivability in aggressive testing. These prototypes employed the use of thinner foam than was previously studied, bed liner, and a combination of Kevlar and bed liner (“Kevliner”). The prototypes were tested in a rotating trough filled with sand where each tread prototype was subjected to distance and acceleration tests with and without a rock obstacle. The damage incurred by the prototype and the percentage of slip between the tire and the trough was recorded during each test to assess the performance of each prototype. Analysis of the slip data collected showed that there was little variation in traction between the three prototypes. This was expected as each concept was based on similar working principles for traction. Therefore, more significance was placed on the physical damage sustained by the prototype to evaluate performance than the slip. The Kevliner prototype proved to be the highest performing prototype. It was the only prototype to complete the entire testing suite. The thin foam and bed liner prototypes both sustained severe damage during an acceleration test with the rock obstacle (the fifth of the six tests). The success of the Kevliner prototype can be attributed to the added strength and durability provided by the Kevlar.
APA, Harvard, Vancouver, ISO, and other styles
7

Sato, Hayao, Yusuke Ueda, Masaharu Andoh, and Tatsuhito Honda. "Validation of Fracture Prediction Model to Design CMC Turbine Vane." In ASME Turbo Expo 2019: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/gt2019-91233.

Full text
Abstract:
Abstract Ceramics matrix composites (CMCs) have higher heat resistance and specific strength than conventional metal. These effects can contribute to not only reducing cooling air and parts weight, but also increasing turbine inlet temperature (TIT). As a result, CMCs have potential to improve aero-engine performance and reducing emission. CMCs also have complicated material characteristics to apply aero engine turbine parts. Stress-strain curve shows not only non-liner behavior in higher stress level but also anisotropy. The behavior and fracture toughness show the anisotropy because of material internal structure. Material strengths indicate anisotropy as well. Low cycle fatigue (LCF) strength indicates dependency of stress gradient. Thus, conventional design methods using linear elastic analysis model and peak stress assessment are too conservative to design CMC parts. IHI is developing SiC-SiC 3D woven fabric which is used for aero engine turbine vane and also building up a fracture prediction model to design the CMC turbine vane. Fracture prediction model is composed of structural analysis model to estimate deformation and fracture evaluation model to predict strength. The material model is assumed as a homogeneous substance and this material model constitutive equation is constructed from the theory of continuum damage mechanics (TCDM). In fracture model, that strength parameter is calculated with averaging stress fields. Multi-axial stress fields are evaluated by engineering equations referred to Hashin’s criteria. To validate our fracture prediction model, specific structural feature test were conducted. Sub-component tests were based on the building block approach that was general to validate structural reliability of composite material parts. Static tests and low cycle and high cycle fatigue tests were carried out at room temperature and high temperature. The validation test results showed good agreement with prediction. Finally we have made sure the validation of this fracture prediction model.
APA, Harvard, Vancouver, ISO, and other styles
8

Estevez-Albuja, Samanta, Gonzalo Jimenez, Kevin Fernández-Cosials, César Queral, and Zuriñe Goñi. "AP1000® Passive Cooling Containment Analysis of a Double-Ended LBLOCA With a 3D Gothic Model." In 2018 26th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/icone26-81886.

Full text
Abstract:
In order to enhance Generation II reactors safety, Generation III+ reactors have adopted passive mechanisms for their safety systems. In particular, the AP1000® reactor uses these mechanisms to evacuate heat from the containment by means of the Passive Containment Cooling System (PCS). The PCS uses the environment atmosphere as the ultimate heat sink without the need of AC power to work properly during normal or accidental conditions. To evaluate its performance, the AP1000 PCS has been usually modeled with a Lumped Parameters (LP) approach, coupled with another LP model of the steel containment vessel to simulate the accidental sequences within the containment building. However, a 3D simulation, feasible and motivated by the current computational capabilities, may be able to produce more detailed and accurate results. In this paper, the development and verification of an integral AP1000® 3D GOTHIC containment model, taking into account the shield building, is briefly presented. The model includes all compartments inside the metallic containment liner and the external shield building. Passive safety systems, such as the In-containment Refueling Water Storage Tank (IRWST) with the Passive Residual Heat Removal (PRHR) heat exchanger and the Automatic Depressurization System (ADS), as well as the PCS, are included in the model. The model is tested against a cold leg Double Ended Guillotine Break Large Break Loss of Coolant Accident (DEGB LBLOCA) sequence, taking as a conservative assumption that the PCS water tank is not available during the sequence. The results show a pressure and temperature increase in the containment in consonance with the current literature, but providing a greater detail of the local pressure and temperature in all compartments.
APA, Harvard, Vancouver, ISO, and other styles
9

Wei, Bing, and Li Zhang. "Simulation of Indoor Air Flow Fields in Buildings With Large Interior Spaces With Stratified Air Conditioning and Perforated Side Wall Diffusers." In ASME 2010 4th International Conference on Energy Sustainability. ASMEDC, 2010. http://dx.doi.org/10.1115/es2010-90361.

Full text
Abstract:
The energy consumption of AC (air conditioning) systems in large buildings is normally higher than the energy consumption in smaller buildings, and its indoor air flow field is also more complex than that in small building. To study the air flow mode and the indoor air flow fields in large spaces is of great significance to the energy conservation of AC systems and thermal comfort of the occupants. This paper presents an example using a large building that uses stratified air conditioning delivered through the linear slot sidewall diffusers and perforated sidewall diffusers. Using CFD simulation methods, three air flow field situations were simulated: (1) total air volume supplied from linear slot diffusers located in the middle of a side wall, (2) 50% flow through the linear slot diffusers the remainder supplied through the perforated sidewall diffusers, (3) 30% of the volume supplied with linear slot diffusers, 70% supplied through the perforated sidewall diffusers. The simulated results show that the third airflow mode is the optimal one for the three modes, which is good for achieving energy conservation and a comfortable building thermal environment in buildings with large spacial areas.
APA, Harvard, Vancouver, ISO, and other styles
10

Escobar, Sergio, Jorge E. Gonza´lez, Adam Wong, and Mark Aschheim. "A Method to Estimate Real-Time Energy Performance and Carbon Offsets in Residential Buildings." In ASME 2010 4th International Conference on Energy Sustainability. ASMEDC, 2010. http://dx.doi.org/10.1115/es2010-90152.

Full text
Abstract:
A method is presented to determine energy performance of residential buildings. The method is based on an extended application of the degree-days basis to determine building thermal performance. The overall heat transfer coefficient and radiation shading factors are extracted from nightime and daytime readings of indoor and outdoor temperatures, solar radiation, and total energy usage of the building. It is shown that the overall heat transfer coefficient (thermal response) UA of the building is linear. Radiation shading factors can be represented as nonlinear functions of time. Application of the method to estimate real-time energy performance and carbon offsets of high performance buildings is discussed. The performance of the building is compared with an equivalent building with standard physical and thermal characteristics.
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Liner building"

1

Spletzer, B. L., L. D. Lambert, and V. L. Bergman. Separate effects testing and analyses to investigate liner tearing of the 1:6-scale reinforced concrete containment building. Office of Scientific and Technical Information (OSTI), June 1995. http://dx.doi.org/10.2172/95192.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Cohen, Sholom. Case Study: Building and Communicating a Business Case for a DoD Product Line. Fort Belvoir, VA: Defense Technical Information Center, April 2001. http://dx.doi.org/10.21236/ada388834.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Galarowicz, James E., Barton P. Miller, Jeffrey K. Hollingsworth, Philip Roth, and Martin Schulz. Building a Community Infrastructure for Scalable On-Line Performance Analysis Tools around Open|SpeedShop. Office of Scientific and Technical Information (OSTI), December 2013. http://dx.doi.org/10.2172/1113668.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Miller, Barton. Building a Community Infrastructure for Scalable On-Line Performance Analysis Tools around Open|Speedshop. Office of Scientific and Technical Information (OSTI), June 2014. http://dx.doi.org/10.2172/1135802.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Clausen, Jay, D. Moore, L. Cain, and K. Malinowski. VI preferential pathways : rule or exception. Engineer Research and Development Center (U.S.), July 2021. http://dx.doi.org/10.21079/11681/41305.

Full text
Abstract:
Trichloroethylene (TCE) releases from leaks and spills next to a large government building occurred over several decades with the most recent event occurring 20 years ago. In response to a perceived conventional vapor intrusion (VI) issue a sub-slab depressurization system (SSDS) was installed 6 years ago. The SSDS is operating within design limits and has achieved building TCE vapor concentration reductions. However, subsequent periodic TCE vapor spikes based on daily HAPSITE™ measurements indicate additional source(s). Two rounds of smoke tests conducted in 2017 and 2018 involved introduction of smoke into a sanitary sewer and storm drain manholes located on effluent lines coming from the building until smoke was observed exiting system vents on the roof. Smoke testing revealed many leaks in both the storm sewer and sanitary sewer systems within the building. Sleuthing of the VI source term using a portable HAPSITE™ indicate elevated vapor TCE levels correspond with observed smoke emanation from utility lines. In some instances, smoke odors were perceived but no leak or suspect pipe was identified suggesting the odor originates from an unidentified pipe located behind or enclosed in a wall. Sleuthing activities also found building roof materials explain some of the elevated TCE levels on the 2nd floor. A relationship was found between TCE concentrations in the roof truss area, plenum space above 2nd floor offices, and breathing zone of 2nd floor offices. Installation of an external blower in the roof truss space has greatly reduced TCE levels in the plenum and office spaces. Preferential VI pathways and unexpected source terms may be overlooked mechanisms as compared to conventional VI.
APA, Harvard, Vancouver, ISO, and other styles
6

Rubio, Anna, Emma Reyes, Carlo Mantovani, Lorenzo Corgnati, Pablo Lorente, Lohitzune Solabarrieta, Julien Mader, et al. European High Frequency Radar network governance. EuroSea, May 2021. http://dx.doi.org/10.3289/eurosea_d3.4.

Full text
Abstract:
This report describes the governance of the European HF radar network including: the landscape of the Ocean observation networks and infrastructures, the role and links between operators of observational systems and stakeholders, the role and activities of the EuroGOOS HF radar Task Team in building a sound community strategy, the roadmap of the community with current achievements and future work lines.
APA, Harvard, Vancouver, ISO, and other styles
7

Powell, James. Building a Multivariable Linear Regression Model of On-road Traffic for Creation of High Resolution Emission Inventories. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.5313.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Perry, M. E. Cultural resource survey report for construction of office building, driveway, and parking lot at the Stanford Linear Accelerator Center. Part 1. Office of Scientific and Technical Information (OSTI), January 1995. http://dx.doi.org/10.2172/119933.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Author, Not Given. Safety analysis, 200 Area, Savannah River Plant: Separations area operations. Building 221-H, B-Line, Scrap Recovery Facility (Supplement 2A): Revision 1. Office of Scientific and Technical Information (OSTI), July 1991. http://dx.doi.org/10.2172/10138543.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Perkins, W., R. Lee, P. Allen, and A. Gouge. Safety analysis, 200 Area, Savannah River Plant: Separations area operations. Building 221-H, B-Line, Plutonium Oxide Facility (Supplement 2C): Revision 1. Office of Scientific and Technical Information (OSTI), July 1991. http://dx.doi.org/10.2172/819614.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Liner building' for particular source types:
Journal articles Dissertations / Theses Books
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!

To the bibliography