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You searched for subject:(slab). Showing records 1 – 30 of 809 total matches.

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1. Zanjir, Ahmad Mohamed Rifat. Vulnerability of Buildings with Flat Plates and Flat Slabs to Progressive Collapse .

Degree: 2012, University of Ottawa

 The investigation of progressive collapse of buildings has been of special interests during the last decade. The aim of this study is to assess the… (more)

Subjects/Keywords: slab

…4 Fig. 1.3 Typical flat slab construction where slabs are supported through drop panels… …horizontally ............. 19 Fig. 3.8 Cross-section of flat slab… …24 Fig. 3.10 Guidelines for minimum slab reinforcement lengths (CSA A23.3-04 Clause… …26 Fig. 3.11 Detailing of reinforcement provided at the bottom of the slab at the location… …41 Fig. 4.11 DCRs for FP-7x7-E with edge column removed; slab with seismic detailing . 41… 

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APA (6th Edition):

Zanjir, A. M. R. (2012). Vulnerability of Buildings with Flat Plates and Flat Slabs to Progressive Collapse . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/22824

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Zanjir, Ahmad Mohamed Rifat. “Vulnerability of Buildings with Flat Plates and Flat Slabs to Progressive Collapse .” 2012. Thesis, University of Ottawa. Accessed April 06, 2020. http://hdl.handle.net/10393/22824.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Zanjir, Ahmad Mohamed Rifat. “Vulnerability of Buildings with Flat Plates and Flat Slabs to Progressive Collapse .” 2012. Web. 06 Apr 2020.

Vancouver:

Zanjir AMR. Vulnerability of Buildings with Flat Plates and Flat Slabs to Progressive Collapse . [Internet] [Thesis]. University of Ottawa; 2012. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/10393/22824.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Zanjir AMR. Vulnerability of Buildings with Flat Plates and Flat Slabs to Progressive Collapse . [Thesis]. University of Ottawa; 2012. Available from: http://hdl.handle.net/10393/22824

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Addis Ababa University

2. Mikias, Tesfaye. ANALYSIS OF RECTANGULARSUSPENDED SLAB PANELS UNDER PARTIAL RECTANGULAR UNIFORM LOAD .

Degree: 2012, Addis Ababa University

 In structural engineering there are different types of duties; amongst them the analysis part is the most important and crucial part. Because of this it… (more)

Subjects/Keywords: RECTANGULAR SLAB PANELS; RECTANGULAR UNIFORM

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APA (6th Edition):

Mikias, T. (2012). ANALYSIS OF RECTANGULARSUSPENDED SLAB PANELS UNDER PARTIAL RECTANGULAR UNIFORM LOAD . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4317

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Mikias, Tesfaye. “ANALYSIS OF RECTANGULARSUSPENDED SLAB PANELS UNDER PARTIAL RECTANGULAR UNIFORM LOAD .” 2012. Thesis, Addis Ababa University. Accessed April 06, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4317.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Mikias, Tesfaye. “ANALYSIS OF RECTANGULARSUSPENDED SLAB PANELS UNDER PARTIAL RECTANGULAR UNIFORM LOAD .” 2012. Web. 06 Apr 2020.

Vancouver:

Mikias T. ANALYSIS OF RECTANGULARSUSPENDED SLAB PANELS UNDER PARTIAL RECTANGULAR UNIFORM LOAD . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2020 Apr 06]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4317.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Mikias T. ANALYSIS OF RECTANGULARSUSPENDED SLAB PANELS UNDER PARTIAL RECTANGULAR UNIFORM LOAD . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4317

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Case Western Reserve University

3. Papana, Ariadni. Tools for Comprehensive Statistical Analysis of Microarray Data.

Degree: PhD, Statistics, 2008, Case Western Reserve University

  DNA microarrays are a widely used technology for genome-wide analysis of mRNA levels under different experimental conditions. Monitoring developmental changes of human and non-human… (more)

Subjects/Keywords: genes; MICROARRAY; Spike and Slab

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APA (6th Edition):

Papana, A. (2008). Tools for Comprehensive Statistical Analysis of Microarray Data. (Doctoral Dissertation). Case Western Reserve University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=case1207243877

Chicago Manual of Style (16th Edition):

Papana, Ariadni. “Tools for Comprehensive Statistical Analysis of Microarray Data.” 2008. Doctoral Dissertation, Case Western Reserve University. Accessed April 06, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=case1207243877.

MLA Handbook (7th Edition):

Papana, Ariadni. “Tools for Comprehensive Statistical Analysis of Microarray Data.” 2008. Web. 06 Apr 2020.

Vancouver:

Papana A. Tools for Comprehensive Statistical Analysis of Microarray Data. [Internet] [Doctoral dissertation]. Case Western Reserve University; 2008. [cited 2020 Apr 06]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1207243877.

Council of Science Editors:

Papana A. Tools for Comprehensive Statistical Analysis of Microarray Data. [Doctoral Dissertation]. Case Western Reserve University; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1207243877

4. Araujo, Sebastián. Travel time tomography of the crust and the mantle beneath Ecuador from data of the national seismic network. : Tomographie de la croûte et du manteau Équatoriens à partir des données du réseau sismologique national.

Degree: Docteur es, Sciences de la terre et de l'univers, et de l'environnement, 2016, Grenoble Alpes

 Bien que de nombreuses études géodynamiques et tectoniques aient été effectuées à partir l'activité sismique en Equateur, il n'existait pas à ce jour une tomographie… (more)

Subjects/Keywords: Tomographie sismique; Equateur; Slab; Moho; Seismic tomography; Ecuador; Slab; Moho; 550

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APA (6th Edition):

Araujo, S. (2016). Travel time tomography of the crust and the mantle beneath Ecuador from data of the national seismic network. : Tomographie de la croûte et du manteau Équatoriens à partir des données du réseau sismologique national. (Doctoral Dissertation). Grenoble Alpes. Retrieved from http://www.theses.fr/2016GREAU015

Chicago Manual of Style (16th Edition):

Araujo, Sebastián. “Travel time tomography of the crust and the mantle beneath Ecuador from data of the national seismic network. : Tomographie de la croûte et du manteau Équatoriens à partir des données du réseau sismologique national.” 2016. Doctoral Dissertation, Grenoble Alpes. Accessed April 06, 2020. http://www.theses.fr/2016GREAU015.

MLA Handbook (7th Edition):

Araujo, Sebastián. “Travel time tomography of the crust and the mantle beneath Ecuador from data of the national seismic network. : Tomographie de la croûte et du manteau Équatoriens à partir des données du réseau sismologique national.” 2016. Web. 06 Apr 2020.

Vancouver:

Araujo S. Travel time tomography of the crust and the mantle beneath Ecuador from data of the national seismic network. : Tomographie de la croûte et du manteau Équatoriens à partir des données du réseau sismologique national. [Internet] [Doctoral dissertation]. Grenoble Alpes; 2016. [cited 2020 Apr 06]. Available from: http://www.theses.fr/2016GREAU015.

Council of Science Editors:

Araujo S. Travel time tomography of the crust and the mantle beneath Ecuador from data of the national seismic network. : Tomographie de la croûte et du manteau Équatoriens à partir des données du réseau sismologique national. [Doctoral Dissertation]. Grenoble Alpes; 2016. Available from: http://www.theses.fr/2016GREAU015


Penn State University

5. Motter, Christopher John. Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings.

Degree: MS, Civil Engineering, 2009, Penn State University

 An analytical algorithm is developed to compute the mid-panel deflection-time history for two-way reinforced concrete floor slabs in multi-story high-rise buildings. Mid-panel deflection is determined… (more)

Subjects/Keywords: construction loading; construction loads; construction load; crossing-beam; reinforced concrete slab; floor slab; floor slabs; slab deflection; slab deflections; slab serviceability; two-way slab; slab deflection-time history; crossing beam; shoring; reshoring

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APA (6th Edition):

Motter, C. J. (2009). Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9754

Chicago Manual of Style (16th Edition):

Motter, Christopher John. “Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings.” 2009. Masters Thesis, Penn State University. Accessed April 06, 2020. https://etda.libraries.psu.edu/catalog/9754.

MLA Handbook (7th Edition):

Motter, Christopher John. “Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings.” 2009. Web. 06 Apr 2020.

Vancouver:

Motter CJ. Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2020 Apr 06]. Available from: https://etda.libraries.psu.edu/catalog/9754.

Council of Science Editors:

Motter CJ. Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9754

6. Shaik, Yazdani. Analysis and design two way slabs supported on four sides with openings.

Degree: Civil Engineering, 2013, Jawaharlal Nehru Technological University, Anantapuram

Sometimes it is necessary to provide openings in slabs so that service lines like electrical fittings, water pipes, air conditioning conduits etc. can be taken… (more)

Subjects/Keywords: Civil Engineering; Solid slab; Orthogonal slabs

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APA (6th Edition):

Shaik, Y. (2013). Analysis and design two way slabs supported on four sides with openings. (Thesis). Jawaharlal Nehru Technological University, Anantapuram. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/12388

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Shaik, Yazdani. “Analysis and design two way slabs supported on four sides with openings.” 2013. Thesis, Jawaharlal Nehru Technological University, Anantapuram. Accessed April 06, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/12388.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Shaik, Yazdani. “Analysis and design two way slabs supported on four sides with openings.” 2013. Web. 06 Apr 2020.

Vancouver:

Shaik Y. Analysis and design two way slabs supported on four sides with openings. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2013. [cited 2020 Apr 06]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/12388.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Shaik Y. Analysis and design two way slabs supported on four sides with openings. [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/12388

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Addis Ababa University

7. Andinet, Zeleke. DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK .

Degree: 2013, Addis Ababa University

 Concrete slab culvert is an important structure used to convey trucks and pedestrian along a road corridor or in one of a range of other… (more)

Subjects/Keywords: Slab culverts; STRUCTURAL DESIGN; FORTRAN 95 program

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APA (6th Edition):

Andinet, Z. (2013). DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4221

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Andinet, Zeleke. “DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK .” 2013. Thesis, Addis Ababa University. Accessed April 06, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4221.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Andinet, Zeleke. “DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK .” 2013. Web. 06 Apr 2020.

Vancouver:

Andinet Z. DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Apr 06]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4221.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Andinet Z. DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4221

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Addis Ababa University

8. MATHEAS, KEBEDE. Analysis, Design and Cost Effectiveness of Precast Beam-Slab System .

Degree: 2013, Addis Ababa University

 Pre-cast beam-slab is made of pre-cast reinforced concrete beam together with hollow blocks. The pre-cast beams are spaced at certain intervals and the hollow blocks… (more)

Subjects/Keywords: Precast Beam-Slab System; Cost Effectiveness; Design

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APA (6th Edition):

MATHEAS, K. (2013). Analysis, Design and Cost Effectiveness of Precast Beam-Slab System . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4391

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

MATHEAS, KEBEDE. “Analysis, Design and Cost Effectiveness of Precast Beam-Slab System .” 2013. Thesis, Addis Ababa University. Accessed April 06, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4391.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

MATHEAS, KEBEDE. “Analysis, Design and Cost Effectiveness of Precast Beam-Slab System .” 2013. Web. 06 Apr 2020.

Vancouver:

MATHEAS K. Analysis, Design and Cost Effectiveness of Precast Beam-Slab System . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Apr 06]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4391.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

MATHEAS K. Analysis, Design and Cost Effectiveness of Precast Beam-Slab System . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4391

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

9. Hilário, Luís Filipe dos Santos. Pré-esforço em edifícios e obras de arte.

Degree: 2013, Repositório Científico do Instituto Politécnico de Lisboa

O presente relatório de estágio encontra-se inserido no âmbito do Trabalho Final de Mestrado, da área de especialização de Edificações, relativo ao curso de Engenharia… (more)

Subjects/Keywords: Pré-esforço; Laje; Viga; Prestressing; Slab; Beam

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APA (6th Edition):

Hilário, L. F. d. S. (2013). Pré-esforço em edifícios e obras de arte. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2536

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Hilário, Luís Filipe dos Santos. “Pré-esforço em edifícios e obras de arte.” 2013. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed April 06, 2020. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2536.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Hilário, Luís Filipe dos Santos. “Pré-esforço em edifícios e obras de arte.” 2013. Web. 06 Apr 2020.

Vancouver:

Hilário LFdS. Pré-esforço em edifícios e obras de arte. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2013. [cited 2020 Apr 06]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2536.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Hilário LFdS. Pré-esforço em edifícios e obras de arte. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2013. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2536

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Toronto

10. Ahmadi, Soroosh. Evaluating Optical Imaging of Particles on Photonic Crystal Slab Biosensors.

Degree: 2016, University of Toronto

Modern biomedical diagnostic assays seek to detect biologically active molecules. A broader range of patients will be able to use these devices to improve the… (more)

Subjects/Keywords: PCS; PCS imaging; photonic crystal slab; 0544

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APA (6th Edition):

Ahmadi, S. (2016). Evaluating Optical Imaging of Particles on Photonic Crystal Slab Biosensors. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/74506

Chicago Manual of Style (16th Edition):

Ahmadi, Soroosh. “Evaluating Optical Imaging of Particles on Photonic Crystal Slab Biosensors.” 2016. Masters Thesis, University of Toronto. Accessed April 06, 2020. http://hdl.handle.net/1807/74506.

MLA Handbook (7th Edition):

Ahmadi, Soroosh. “Evaluating Optical Imaging of Particles on Photonic Crystal Slab Biosensors.” 2016. Web. 06 Apr 2020.

Vancouver:

Ahmadi S. Evaluating Optical Imaging of Particles on Photonic Crystal Slab Biosensors. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/1807/74506.

Council of Science Editors:

Ahmadi S. Evaluating Optical Imaging of Particles on Photonic Crystal Slab Biosensors. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/74506


University of New South Wales

11. Gholamhoseini, Alireza. Time-Dependent Behaviour of Composite Concrete Slabs.

Degree: Civil & Environmental Engineering, 2014, University of New South Wales

 Composite one-way concrete floor slabs with profiled steel decking as permanent formwork are commonly used in the construction industry. Despite their common usage, relatively little… (more)

Subjects/Keywords: Serviceability; Composite slab; Creep; Shrinkage; Time-dependent

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APA (6th Edition):

Gholamhoseini, A. (2014). Time-Dependent Behaviour of Composite Concrete Slabs. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53606 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12301/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Gholamhoseini, Alireza. “Time-Dependent Behaviour of Composite Concrete Slabs.” 2014. Doctoral Dissertation, University of New South Wales. Accessed April 06, 2020. http://handle.unsw.edu.au/1959.4/53606 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12301/SOURCE02?view=true.

MLA Handbook (7th Edition):

Gholamhoseini, Alireza. “Time-Dependent Behaviour of Composite Concrete Slabs.” 2014. Web. 06 Apr 2020.

Vancouver:

Gholamhoseini A. Time-Dependent Behaviour of Composite Concrete Slabs. [Internet] [Doctoral dissertation]. University of New South Wales; 2014. [cited 2020 Apr 06]. Available from: http://handle.unsw.edu.au/1959.4/53606 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12301/SOURCE02?view=true.

Council of Science Editors:

Gholamhoseini A. Time-Dependent Behaviour of Composite Concrete Slabs. [Doctoral Dissertation]. University of New South Wales; 2014. Available from: http://handle.unsw.edu.au/1959.4/53606 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12301/SOURCE02?view=true


University of Missouri – Columbia

12. Gudimetla, Balu. Precast prestressed bridge approach slab: cost effective designs.

Degree: 2012, University of Missouri – Columbia

 Bridge approach slabs (BAS) are transition slabs used to connect the roadway with the bridge. Among the various problems bridge approach slabs experience, differential settlement… (more)

Subjects/Keywords: bridge approach slab; differential settlement; slab distress; life cycle analysis; cost effectiveness

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APA (6th Edition):

Gudimetla, B. (2012). Precast prestressed bridge approach slab: cost effective designs. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/15258

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Gudimetla, Balu. “Precast prestressed bridge approach slab: cost effective designs.” 2012. Thesis, University of Missouri – Columbia. Accessed April 06, 2020. http://hdl.handle.net/10355/15258.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Gudimetla, Balu. “Precast prestressed bridge approach slab: cost effective designs.” 2012. Web. 06 Apr 2020.

Vancouver:

Gudimetla B. Precast prestressed bridge approach slab: cost effective designs. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/10355/15258.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Gudimetla B. Precast prestressed bridge approach slab: cost effective designs. [Thesis]. University of Missouri – Columbia; 2012. Available from: http://hdl.handle.net/10355/15258

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

13. Midkiff, Corey J. Plastic voided slab systems: applications and design.

Degree: MS, Department of Architectural Engineering, 2013, Kansas State University

 Reinforced concrete slabs are one of the most common components in modern building construction. Reinforced concrete slabs with plastic voids slabs are a new and… (more)

Subjects/Keywords: Plastic Voided Slab; Concrete; Slab; BubbleDeck; Cobiax; Architectural engineering (0462); Architecture (0729); Civil Engineering (0543)

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APA (6th Edition):

Midkiff, C. J. (2013). Plastic voided slab systems: applications and design. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/16874

Chicago Manual of Style (16th Edition):

Midkiff, Corey J. “Plastic voided slab systems: applications and design.” 2013. Masters Thesis, Kansas State University. Accessed April 06, 2020. http://hdl.handle.net/2097/16874.

MLA Handbook (7th Edition):

Midkiff, Corey J. “Plastic voided slab systems: applications and design.” 2013. Web. 06 Apr 2020.

Vancouver:

Midkiff CJ. Plastic voided slab systems: applications and design. [Internet] [Masters thesis]. Kansas State University; 2013. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/2097/16874.

Council of Science Editors:

Midkiff CJ. Plastic voided slab systems: applications and design. [Masters Thesis]. Kansas State University; 2013. Available from: http://hdl.handle.net/2097/16874


University of Colorado

14. Park, Benjamin. Thermal Analysis of Hollow Core Ventilated Slab Systems.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2016, University of Colorado

  Hollow core ventilated slab systems actively utilize building thermal mass through air channels inside precast floor slabs to meet heating and cooling needs in… (more)

Subjects/Keywords: slab system; insulation; flooring; ventilated slab; fluid analysis; HVAC; Architectural Engineering; Numerical Analysis and Computation

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APA (6th Edition):

Park, B. (2016). Thermal Analysis of Hollow Core Ventilated Slab Systems. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/65

Chicago Manual of Style (16th Edition):

Park, Benjamin. “Thermal Analysis of Hollow Core Ventilated Slab Systems.” 2016. Doctoral Dissertation, University of Colorado. Accessed April 06, 2020. https://scholar.colorado.edu/cven_gradetds/65.

MLA Handbook (7th Edition):

Park, Benjamin. “Thermal Analysis of Hollow Core Ventilated Slab Systems.” 2016. Web. 06 Apr 2020.

Vancouver:

Park B. Thermal Analysis of Hollow Core Ventilated Slab Systems. [Internet] [Doctoral dissertation]. University of Colorado; 2016. [cited 2020 Apr 06]. Available from: https://scholar.colorado.edu/cven_gradetds/65.

Council of Science Editors:

Park B. Thermal Analysis of Hollow Core Ventilated Slab Systems. [Doctoral Dissertation]. University of Colorado; 2016. Available from: https://scholar.colorado.edu/cven_gradetds/65


University of Waterloo

15. Adetifa, Bamidele. A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS.

Degree: 2016, University of Waterloo

 In certain situations the punching strength of a connection may become inadequate after construction due to changes of connection geometry from drilling or coring, or… (more)

Subjects/Keywords: punching strength; shear bolts; reinforced concrete inetrior slab-column; flexural capacity; slab-column connections

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Adetifa, B. (2016). A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/11038

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Adetifa, Bamidele. “A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS.” 2016. Thesis, University of Waterloo. Accessed April 06, 2020. http://hdl.handle.net/10012/11038.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Adetifa, Bamidele. “A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS.” 2016. Web. 06 Apr 2020.

Vancouver:

Adetifa B. A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/10012/11038.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Adetifa B. A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/11038

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

16. Sehnalová, Markéta. Železobetonový most přes řeku Budišovku .

Degree: 2017, Brno University of Technology

 Výsledkem bakalářské práce je návrh železobetonové deskové mostní konstrukce o jednom poli. Pro návrh byly zpracovány dvě studie – s konstantním průřezem a lichoběžníkovým průřezem.… (more)

Subjects/Keywords: Železobeton; deskový most; jedno pole; deska; beton.; Reinforced concrete; slab bridge; single span; slab; concrete.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Sehnalová, M. (2017). Železobetonový most přes řeku Budišovku . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/68695

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Sehnalová, Markéta. “Železobetonový most přes řeku Budišovku .” 2017. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/68695.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Sehnalová, Markéta. “Železobetonový most přes řeku Budišovku .” 2017. Web. 06 Apr 2020.

Vancouver:

Sehnalová M. Železobetonový most přes řeku Budišovku . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/68695.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Sehnalová M. Železobetonový most přes řeku Budišovku . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/68695

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Manitoba

17. ElGendy, Mohammed. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.

Degree: Civil Engineering, 2014, University of Manitoba

 The use of fibre reinforced polymer (FRP) composites as an alternate to steel has proved to be an effective solution to the corrosion problem. However,… (more)

Subjects/Keywords: FRP; GFRP; edge; slab-column connection; punching; shear studs; flat plate; slab; shear; code equation

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

ElGendy, M. (2014). Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/24092

Chicago Manual of Style (16th Edition):

ElGendy, Mohammed. “Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.” 2014. Masters Thesis, University of Manitoba. Accessed April 06, 2020. http://hdl.handle.net/1993/24092.

MLA Handbook (7th Edition):

ElGendy, Mohammed. “Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.” 2014. Web. 06 Apr 2020.

Vancouver:

ElGendy M. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/1993/24092.

Council of Science Editors:

ElGendy M. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/24092


Brno University of Technology

18. Pohl, Martin. Nosná konstrukce přístavby provozního objektu .

Degree: 2016, Brno University of Technology

 Bakalářská práce se zabývá statickým řešením a porovnáním tří variant železobetonové stropní desky přístavby provozního objektu. Konstrukce je navržena a posouzena na mezní stav únosnosti… (more)

Subjects/Keywords: Lokálně podepřená stropní deska; vylehčená deska; deska se žebry; výztuž; mezní stav únosnosti; Locally supported slab; lightened slab; slab with ribs; armature; ultimate limit state

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APA (6th Edition):

Pohl, M. (2016). Nosná konstrukce přístavby provozního objektu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62744

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pohl, Martin. “Nosná konstrukce přístavby provozního objektu .” 2016. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/62744.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pohl, Martin. “Nosná konstrukce přístavby provozního objektu .” 2016. Web. 06 Apr 2020.

Vancouver:

Pohl M. Nosná konstrukce přístavby provozního objektu . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/62744.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pohl M. Nosná konstrukce přístavby provozního objektu . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/62744

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

19. Horut, Jakub. Výrobní budova v Brně - Řečkovicích .

Degree: 2014, Brno University of Technology

 Cílem bakalářské práce byl nárh monolitických železobetonových vodorovných nosných konstrukcí nad 1. nadzemním podlažím třípodlažní budovy. Vodorovné nosné konstrukce jsou tvořeny spojitou deskou o třech… (more)

Subjects/Keywords: Návrh; posudek; železobeton; podesta deska; spojitá deska; průvlak; lomená deska; schodiště; vrubový kloub; Design; review; reinforced concrete; slab; landing; continuous slab; girder; angled slab; staircase; notched joint

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Horut, J. (2014). Výrobní budova v Brně - Řečkovicích . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/34865

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Horut, Jakub. “Výrobní budova v Brně - Řečkovicích .” 2014. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/34865.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Horut, Jakub. “Výrobní budova v Brně - Řečkovicích .” 2014. Web. 06 Apr 2020.

Vancouver:

Horut J. Výrobní budova v Brně - Řečkovicích . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/34865.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Horut J. Výrobní budova v Brně - Řečkovicích . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/34865

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

20. Čípek, Luboš. Monolitický suterén RD ve svahu .

Degree: 2017, Brno University of Technology

 Bakalářská práce je zaměřena na návrh a posouzení nosných částí monolitického suterénu rodinného domu ve Vranově. Součástí práce je průvodní zpráva ke statickému výpočtu a… (more)

Subjects/Keywords: suterén; stropní deska; stěny; základová deska; železobeton; zatížení; dimenzování; protlačení; křížem vyztužená deska; výztuž; basement; floor slab; walls; foundation slab; reinforced concrete; load; design procedures; punching; two way slab; reinforcement

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Čípek, L. (2017). Monolitický suterén RD ve svahu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/68472

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Čípek, Luboš. “Monolitický suterén RD ve svahu .” 2017. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/68472.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Čípek, Luboš. “Monolitický suterén RD ve svahu .” 2017. Web. 06 Apr 2020.

Vancouver:

Čípek L. Monolitický suterén RD ve svahu . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/68472.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Čípek L. Monolitický suterén RD ve svahu . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/68472

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

21. Bohatec, Jiří. Návrh železobetonové konstrukce tělocvičny v Olomouci .

Degree: 2014, Brno University of Technology

 Bakalářská práce se zabývá návrhem a posouzením železobetonové desky nad 1NP tělocvičny v Olomouci. Návrh bude proveden ve dvou variantách, monolitické a montované. Výsledný návrh… (more)

Subjects/Keywords: Stropní deska; železobeton; monolitická deska; montovaná deska; prefabrikovaná deska; posouzení; návrh; porovnání; schodiště.; Slab; reinforced concrete; monolithic slab; plate mounted; precast slab; assessment; design; compar-ing; staircase.

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APA (6th Edition):

Bohatec, J. (2014). Návrh železobetonové konstrukce tělocvičny v Olomouci . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/34785

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Bohatec, Jiří. “Návrh železobetonové konstrukce tělocvičny v Olomouci .” 2014. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/34785.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Bohatec, Jiří. “Návrh železobetonové konstrukce tělocvičny v Olomouci .” 2014. Web. 06 Apr 2020.

Vancouver:

Bohatec J. Návrh železobetonové konstrukce tělocvičny v Olomouci . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/34785.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bohatec J. Návrh železobetonové konstrukce tělocvičny v Olomouci . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/34785

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

22. Neužil, David. Statické řešení nosné železobetonové konstrukce rodinné vily .

Degree: 2016, Brno University of Technology

 Diplomová práce zpracovává návrh konstrukce železobetonové rodinné vily, která je umístěna ve svahu. Byly navrženy a posouzeny jen vybrané části tohoto objektu z hlediska mezního… (more)

Subjects/Keywords: Železobeton; ocel; sloup; trám; stropní deska; stěna; konzola; Reinforced concrete; steel; column; beam; floor slab; wall; cantilever slab

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Neužil, D. (2016). Statické řešení nosné železobetonové konstrukce rodinné vily . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57598

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Neužil, David. “Statické řešení nosné železobetonové konstrukce rodinné vily .” 2016. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/57598.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Neužil, David. “Statické řešení nosné železobetonové konstrukce rodinné vily .” 2016. Web. 06 Apr 2020.

Vancouver:

Neužil D. Statické řešení nosné železobetonové konstrukce rodinné vily . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/57598.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Neužil D. Statické řešení nosné železobetonové konstrukce rodinné vily . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57598

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

23. Karel, Ondřej. Most přes dálnici D1 .

Degree: 2016, Brno University of Technology

 Diplomová práce se zabývá řešením nosné konstrukce silničního mostu přes dálnici D1. Konstrukce je desková, spojitá o 4 polích, uložená na bodových podporách. V podélném… (more)

Subjects/Keywords: Most; předpětí; desková konstrukce; spojitý most; deskový most; předpjatý most; Bridge; prestress; slab structure; continuous bridge; slab bridge; prestressed bridge

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APA (6th Edition):

Karel, O. (2016). Most přes dálnici D1 . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57691

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Karel, Ondřej. “Most přes dálnici D1 .” 2016. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/57691.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Karel, Ondřej. “Most přes dálnici D1 .” 2016. Web. 06 Apr 2020.

Vancouver:

Karel O. Most přes dálnici D1 . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/57691.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Karel O. Most přes dálnici D1 . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57691

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

24. Dražka, Ondřej. Konstrukční návrh prvků tribometru s recipročním pohybem .

Degree: 2017, Brno University of Technology

 Bakalářská práce se zabývá návrhem prvků pro tribometr s recipročním pohybem. Na základě stávajících výzkumů je sestaveno několik koncepčních řešení, z nichž je vybráno to… (more)

Subjects/Keywords: Pin-on-slab tribometr; tření; biotribologie; chrupavka; kloubní náhrady; Pin-on-slab tribometer; friction; biotribology; cartilage; joint replacements

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APA (6th Edition):

Dražka, O. (2017). Konstrukční návrh prvků tribometru s recipročním pohybem . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/66813

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Dražka, Ondřej. “Konstrukční návrh prvků tribometru s recipročním pohybem .” 2017. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/66813.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Dražka, Ondřej. “Konstrukční návrh prvků tribometru s recipročním pohybem .” 2017. Web. 06 Apr 2020.

Vancouver:

Dražka O. Konstrukční návrh prvků tribometru s recipročním pohybem . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/66813.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Dražka O. Konstrukční návrh prvků tribometru s recipročním pohybem . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/66813

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

25. Bárta, Vojtěch. Deskový most přes řeku Lužnici .

Degree: 2013, Brno University of Technology

 Cílem této bakalářské práce je návrh deskového mostu přes řeku Lužnici. Most sestává z jednoho pole. Provedení bylo navrženo ve třech studiích, z nichž je… (more)

Subjects/Keywords: Předpjatá deska; deskový most; předpjatý beton; jedno pole; Prestressed slab; slab bridge; prestressed concrete; one span

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Bárta, V. (2013). Deskový most přes řeku Lužnici . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29182

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Bárta, Vojtěch. “Deskový most přes řeku Lužnici .” 2013. Thesis, Brno University of Technology. Accessed April 06, 2020. http://hdl.handle.net/11012/29182.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Bárta, Vojtěch. “Deskový most přes řeku Lužnici .” 2013. Web. 06 Apr 2020.

Vancouver:

Bárta V. Deskový most přes řeku Lužnici . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/11012/29182.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bárta V. Deskový most přes řeku Lužnici . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29182

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

26. Sinclair, Kenneth Allan. Design and Test of a Slab Waveguide Spectrometer for Spatial Heterodyne Observations of Water Vapor.

Degree: MSc -MS, Earth & Space Science, 2014, York University

 The Slab Waveguide Interferometric Spatial Heterodyne (SWISH) Spectrometer was designed as a high-resolution instrument designed to demonstrate the ability of slab waveguide spatial heterodyne spectrometer… (more)

Subjects/Keywords: Aerospace engineering; Atmospheric sciences; Environmental engineering; Spatial heterodyne; Spectroscopy; Water vapor; Micro-instrument; Design; Slab-waveguide; Slab-waveguide

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Sinclair, K. A. (2014). Design and Test of a Slab Waveguide Spectrometer for Spatial Heterodyne Observations of Water Vapor. (Masters Thesis). York University. Retrieved from http://hdl.handle.net/10315/27707

Chicago Manual of Style (16th Edition):

Sinclair, Kenneth Allan. “Design and Test of a Slab Waveguide Spectrometer for Spatial Heterodyne Observations of Water Vapor.” 2014. Masters Thesis, York University. Accessed April 06, 2020. http://hdl.handle.net/10315/27707.

MLA Handbook (7th Edition):

Sinclair, Kenneth Allan. “Design and Test of a Slab Waveguide Spectrometer for Spatial Heterodyne Observations of Water Vapor.” 2014. Web. 06 Apr 2020.

Vancouver:

Sinclair KA. Design and Test of a Slab Waveguide Spectrometer for Spatial Heterodyne Observations of Water Vapor. [Internet] [Masters thesis]. York University; 2014. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/10315/27707.

Council of Science Editors:

Sinclair KA. Design and Test of a Slab Waveguide Spectrometer for Spatial Heterodyne Observations of Water Vapor. [Masters Thesis]. York University; 2014. Available from: http://hdl.handle.net/10315/27707


University of South Florida

27. Busquets, Jose Carlos. Restoration of Displaced Cast-in-Place Concrete Slabs on Grade with the Use of the ISB-07 Subsurface Support Bracket.

Degree: 2011, University of South Florida

 The restoration of foundations of residential and light commercial structures that have been affected by differential displacement resulting from problematic soil conditions has been an… (more)

Subjects/Keywords: Foundation Movement; Slab Lifting; Slab Support; Structure Displacement; Underpinning; American Studies; Arts and Humanities; Civil Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Busquets, J. C. (2011). Restoration of Displaced Cast-in-Place Concrete Slabs on Grade with the Use of the ISB-07 Subsurface Support Bracket. (Thesis). University of South Florida. Retrieved from https://scholarcommons.usf.edu/etd/3022

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Busquets, Jose Carlos. “Restoration of Displaced Cast-in-Place Concrete Slabs on Grade with the Use of the ISB-07 Subsurface Support Bracket.” 2011. Thesis, University of South Florida. Accessed April 06, 2020. https://scholarcommons.usf.edu/etd/3022.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Busquets, Jose Carlos. “Restoration of Displaced Cast-in-Place Concrete Slabs on Grade with the Use of the ISB-07 Subsurface Support Bracket.” 2011. Web. 06 Apr 2020.

Vancouver:

Busquets JC. Restoration of Displaced Cast-in-Place Concrete Slabs on Grade with the Use of the ISB-07 Subsurface Support Bracket. [Internet] [Thesis]. University of South Florida; 2011. [cited 2020 Apr 06]. Available from: https://scholarcommons.usf.edu/etd/3022.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Busquets JC. Restoration of Displaced Cast-in-Place Concrete Slabs on Grade with the Use of the ISB-07 Subsurface Support Bracket. [Thesis]. University of South Florida; 2011. Available from: https://scholarcommons.usf.edu/etd/3022

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Universiteit Utrecht

28. de Vos, D. The crustal and upper mantle structure around the Gulf of California, inferred from surface wave data and receiver functions.

Degree: 2016, Universiteit Utrecht

 This thesis reports on studies that have been carried out to better image the crustal and upper mantle shear velocity structure around the Gulf of… (more)

Subjects/Keywords: Gulf of California; slab; crust; mantle; receiver functions; surface waves

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

de Vos, D. (2016). The crustal and upper mantle structure around the Gulf of California, inferred from surface wave data and receiver functions. (Doctoral Dissertation). Universiteit Utrecht. Retrieved from http://dspace.library.uu.nl:8080/handle/1874/334198

Chicago Manual of Style (16th Edition):

de Vos, D. “The crustal and upper mantle structure around the Gulf of California, inferred from surface wave data and receiver functions.” 2016. Doctoral Dissertation, Universiteit Utrecht. Accessed April 06, 2020. http://dspace.library.uu.nl:8080/handle/1874/334198.

MLA Handbook (7th Edition):

de Vos, D. “The crustal and upper mantle structure around the Gulf of California, inferred from surface wave data and receiver functions.” 2016. Web. 06 Apr 2020.

Vancouver:

de Vos D. The crustal and upper mantle structure around the Gulf of California, inferred from surface wave data and receiver functions. [Internet] [Doctoral dissertation]. Universiteit Utrecht; 2016. [cited 2020 Apr 06]. Available from: http://dspace.library.uu.nl:8080/handle/1874/334198.

Council of Science Editors:

de Vos D. The crustal and upper mantle structure around the Gulf of California, inferred from surface wave data and receiver functions. [Doctoral Dissertation]. Universiteit Utrecht; 2016. Available from: http://dspace.library.uu.nl:8080/handle/1874/334198

29. Tardivo, Fabricio Gustavo. Estudo de esquemas estruturais e modelagem de tabuleiros de pontes esconsas.

Degree: Mestrado, Engenharia de Estruturas, 2013, University of São Paulo

O presente trabalho se propôs a estudar os esquemas estruturais alternativos para pontes esconsas e avaliar as modelagens matemáticas possíveis através de softwares especializados, como… (more)

Subjects/Keywords: Bridges; Esconsidade; Pontes; Pontes esconsas; Skew bridges; Slab deck; Tabuleiros

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Tardivo, F. G. (2013). Estudo de esquemas estruturais e modelagem de tabuleiros de pontes esconsas. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-16102014-160758/ ;

Chicago Manual of Style (16th Edition):

Tardivo, Fabricio Gustavo. “Estudo de esquemas estruturais e modelagem de tabuleiros de pontes esconsas.” 2013. Masters Thesis, University of São Paulo. Accessed April 06, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-16102014-160758/ ;.

MLA Handbook (7th Edition):

Tardivo, Fabricio Gustavo. “Estudo de esquemas estruturais e modelagem de tabuleiros de pontes esconsas.” 2013. Web. 06 Apr 2020.

Vancouver:

Tardivo FG. Estudo de esquemas estruturais e modelagem de tabuleiros de pontes esconsas. [Internet] [Masters thesis]. University of São Paulo; 2013. [cited 2020 Apr 06]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-16102014-160758/ ;.

Council of Science Editors:

Tardivo FG. Estudo de esquemas estruturais e modelagem de tabuleiros de pontes esconsas. [Masters Thesis]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-16102014-160758/ ;


Texas A&M University

30. Pirayeh Gar, Shobeir. Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars.

Degree: 2012, Texas A&M University

 During the last 70 years, corrosion-induced deterioration of bridge concrete decks has resulted in replacement and repair of the deck and a serious need for… (more)

Subjects/Keywords: Corrosion; Bridge Deck; Prestressed Slab; Precast Panel; AFRP

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pirayeh Gar, S. (2012). Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158894

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pirayeh Gar, Shobeir. “Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars.” 2012. Thesis, Texas A&M University. Accessed April 06, 2020. http://hdl.handle.net/1969.1/158894.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pirayeh Gar, Shobeir. “Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars.” 2012. Web. 06 Apr 2020.

Vancouver:

Pirayeh Gar S. Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Apr 06]. Available from: http://hdl.handle.net/1969.1/158894.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pirayeh Gar S. Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/158894

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

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