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You searched for subject:(arch behavior). Showing records 1 – 9 of 9 total matches.

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University of Colorado

1. Sonavane, Trupti. Analysis of Arches.

Degree: MS, 2014, University of Colorado

  The purpose of this thesis is to develop a preliminary guide for the analysis and design of symmetrical circular arches. In the context of… (more)

Subjects/Keywords: elastic arches; arch behavior; Engineering

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APA (6th Edition):

Sonavane, T. (2014). Analysis of Arches. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/119

Chicago Manual of Style (16th Edition):

Sonavane, Trupti. “Analysis of Arches.” 2014. Masters Thesis, University of Colorado. Accessed April 18, 2021. https://scholar.colorado.edu/cven_gradetds/119.

MLA Handbook (7th Edition):

Sonavane, Trupti. “Analysis of Arches.” 2014. Web. 18 Apr 2021.

Vancouver:

Sonavane T. Analysis of Arches. [Internet] [Masters thesis]. University of Colorado; 2014. [cited 2021 Apr 18]. Available from: https://scholar.colorado.edu/cven_gradetds/119.

Council of Science Editors:

Sonavane T. Analysis of Arches. [Masters Thesis]. University of Colorado; 2014. Available from: https://scholar.colorado.edu/cven_gradetds/119


University of New South Wales

2. Luo, Kai. Long-term analysis of structural behaviour and stability of concrete-filled steel tubular arches.

Degree: Civil & Environmental Engineering, 2015, University of New South Wales

 The long-term structural behaviour and buckling of a concrete-filled steel tubular (CFST) arch under sustained loading are very much related to creep and shrinkage of… (more)

Subjects/Keywords: Buckling; CFST arch; Structural behaviour; Nonlinearity

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APA (6th Edition):

Luo, K. (2015). Long-term analysis of structural behaviour and stability of concrete-filled steel tubular arches. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/54965 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36263/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Luo, Kai. “Long-term analysis of structural behaviour and stability of concrete-filled steel tubular arches.” 2015. Doctoral Dissertation, University of New South Wales. Accessed April 18, 2021. http://handle.unsw.edu.au/1959.4/54965 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36263/SOURCE02?view=true.

MLA Handbook (7th Edition):

Luo, Kai. “Long-term analysis of structural behaviour and stability of concrete-filled steel tubular arches.” 2015. Web. 18 Apr 2021.

Vancouver:

Luo K. Long-term analysis of structural behaviour and stability of concrete-filled steel tubular arches. [Internet] [Doctoral dissertation]. University of New South Wales; 2015. [cited 2021 Apr 18]. Available from: http://handle.unsw.edu.au/1959.4/54965 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36263/SOURCE02?view=true.

Council of Science Editors:

Luo K. Long-term analysis of structural behaviour and stability of concrete-filled steel tubular arches. [Doctoral Dissertation]. University of New South Wales; 2015. Available from: http://handle.unsw.edu.au/1959.4/54965 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36263/SOURCE02?view=true


University of New South Wales

3. Wu, Binhua. Time-variant hybrid stochastic interval uncertainty analysis of concrete-filled steel tubular arch structures.

Degree: Civil & Environmental Engineering, 2018, University of New South Wales

 The long-term structural behaviour of concrete-filled steel tubular arch structures are much related to the inherent viscoelastic effects of creep and shrinkage in concrete core… (more)

Subjects/Keywords: Structural behaviour; Concrete-filled steel tubular arch structures

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APA (6th Edition):

Wu, B. (2018). Time-variant hybrid stochastic interval uncertainty analysis of concrete-filled steel tubular arch structures. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/59516 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:48817/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Wu, Binhua. “Time-variant hybrid stochastic interval uncertainty analysis of concrete-filled steel tubular arch structures.” 2018. Doctoral Dissertation, University of New South Wales. Accessed April 18, 2021. http://handle.unsw.edu.au/1959.4/59516 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:48817/SOURCE02?view=true.

MLA Handbook (7th Edition):

Wu, Binhua. “Time-variant hybrid stochastic interval uncertainty analysis of concrete-filled steel tubular arch structures.” 2018. Web. 18 Apr 2021.

Vancouver:

Wu B. Time-variant hybrid stochastic interval uncertainty analysis of concrete-filled steel tubular arch structures. [Internet] [Doctoral dissertation]. University of New South Wales; 2018. [cited 2021 Apr 18]. Available from: http://handle.unsw.edu.au/1959.4/59516 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:48817/SOURCE02?view=true.

Council of Science Editors:

Wu B. Time-variant hybrid stochastic interval uncertainty analysis of concrete-filled steel tubular arch structures. [Doctoral Dissertation]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/59516 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:48817/SOURCE02?view=true


University of Texas – Austin

4. -5454-6584. Short-term and time-dependent stresses in precast network arches.

Degree: PhD, Civil engineering, 2015, University of Texas – Austin

 Due to their structural efficiency and architectural elegance, concrete arches have long been used in bridge applications. However, the construction of concrete arches requires significant… (more)

Subjects/Keywords: Structural health monitoring; Accelerated bridge construction; Precast; Prestressed concrete; Time-dependent behavior of concrete; Creep; Arch bridge

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APA (6th Edition):

-5454-6584. (2015). Short-term and time-dependent stresses in precast network arches. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31351

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-5454-6584. “Short-term and time-dependent stresses in precast network arches.” 2015. Doctoral Dissertation, University of Texas – Austin. Accessed April 18, 2021. http://hdl.handle.net/2152/31351.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-5454-6584. “Short-term and time-dependent stresses in precast network arches.” 2015. Web. 18 Apr 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-5454-6584. Short-term and time-dependent stresses in precast network arches. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2015. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/2152/31351.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-5454-6584. Short-term and time-dependent stresses in precast network arches. [Doctoral Dissertation]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31351

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of Pretoria

5. [No author]. A new understanding of the early behaviour of roller compacted concrete in large dams .

Degree: 2011, University of Pretoria

 In respect of autogenous and drying shrinkage and the effects of relaxation creep during the hydration cycle, roller compacted concrete in dams has to date… (more)

Subjects/Keywords: Hydration cycle; Early behaviour; Rcc; Roller compacted concrete; Drying shrinkage; Stress relaxation creep; Dams; Arch dams; Finite element analysis; Instrumentation; Thermal effects; Autogenous shrinkage; UCTD

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APA (6th Edition):

author], [. (2011). A new understanding of the early behaviour of roller compacted concrete in large dams . (Doctoral Dissertation). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-06062011-221345/

Chicago Manual of Style (16th Edition):

author], [No. “A new understanding of the early behaviour of roller compacted concrete in large dams .” 2011. Doctoral Dissertation, University of Pretoria. Accessed April 18, 2021. http://upetd.up.ac.za/thesis/available/etd-06062011-221345/.

MLA Handbook (7th Edition):

author], [No. “A new understanding of the early behaviour of roller compacted concrete in large dams .” 2011. Web. 18 Apr 2021.

Vancouver:

author] [. A new understanding of the early behaviour of roller compacted concrete in large dams . [Internet] [Doctoral dissertation]. University of Pretoria; 2011. [cited 2021 Apr 18]. Available from: http://upetd.up.ac.za/thesis/available/etd-06062011-221345/.

Council of Science Editors:

author] [. A new understanding of the early behaviour of roller compacted concrete in large dams . [Doctoral Dissertation]. University of Pretoria; 2011. Available from: http://upetd.up.ac.za/thesis/available/etd-06062011-221345/


University of Pretoria

6. Shaw, Quentin Henry Wenham. A new understanding of the early behaviour of roller compacted concrete in large dams.

Degree: Civil Engineering, 2011, University of Pretoria

 In respect of autogenous and drying shrinkage and the effects of relaxation creep during the hydration cycle, roller compacted concrete in dams has to date… (more)

Subjects/Keywords: Hydration cycle; Early behaviour; Rcc; Roller compacted concrete; Drying shrinkage; Stress relaxation creep; Dams; Arch dams; Finite element analysis; Instrumentation; Thermal effects; Autogenous shrinkage; UCTD

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APA (6th Edition):

Shaw, Q. H. (2011). A new understanding of the early behaviour of roller compacted concrete in large dams. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/25309

Chicago Manual of Style (16th Edition):

Shaw, Quentin Henry. “A new understanding of the early behaviour of roller compacted concrete in large dams.” 2011. Doctoral Dissertation, University of Pretoria. Accessed April 18, 2021. http://hdl.handle.net/2263/25309.

MLA Handbook (7th Edition):

Shaw, Quentin Henry. “A new understanding of the early behaviour of roller compacted concrete in large dams.” 2011. Web. 18 Apr 2021.

Vancouver:

Shaw QH. A new understanding of the early behaviour of roller compacted concrete in large dams. [Internet] [Doctoral dissertation]. University of Pretoria; 2011. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/2263/25309.

Council of Science Editors:

Shaw QH. A new understanding of the early behaviour of roller compacted concrete in large dams. [Doctoral Dissertation]. University of Pretoria; 2011. Available from: http://hdl.handle.net/2263/25309

7. Ramos, Rafael Manuel da Silva. Modelação do comportamento sísmico de barragens abóbada : estudo da influência da cota de água.

Degree: 2017, Repositório Científico do Instituto Politécnico de Lisboa

Trabalho final de mestrado elaborado no Laboratório Nacional de Engenharia Civil (LNEC) para a obtenção do grau de mestre em Engenharia Civil pelo Instituto Superior… (more)

Subjects/Keywords: Barragens de betão; Barragens abóbada; Sistema barragem-fundação-albufeira; Modelos numéricos EF3D; Cota de água; Análise sísmica; Análise dinâmica; Abordagem de estado; Comportamento estrutural; Concrete dams; Arch dams; Dam-reservoir-foundation system; 3D finite elements models; Reservoir water level; Seismic analysis; Dynamic analysis; State space approach; Structural behaviour; MATLAB

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APA (6th Edition):

Ramos, R. M. d. S. (2017). Modelação do comportamento sísmico de barragens abóbada : estudo da influência da cota de água. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/8325

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):

Ramos, Rafael Manuel da Silva. “Modelação do comportamento sísmico de barragens abóbada : estudo da influência da cota de água.” 2017. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed April 18, 2021. https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/8325.

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

MLA Handbook (7th Edition):

Ramos, Rafael Manuel da Silva. “Modelação do comportamento sísmico de barragens abóbada : estudo da influência da cota de água.” 2017. Web. 18 Apr 2021.

Vancouver:

Ramos RMdS. Modelação do comportamento sísmico de barragens abóbada : estudo da influência da cota de água. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2017. [cited 2021 Apr 18]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/8325.

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

Council of Science Editors:

Ramos RMdS. Modelação do comportamento sísmico de barragens abóbada : estudo da influência da cota de água. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2017. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/8325

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

8. Miyazaki, Yusuke. Fundamental study on seismic behavior of hinge types of precast arch culverts in culvert longitudinal direction .

Degree: 2019, Kyoto University

Subjects/Keywords: hinge types of precast arch culvert; 3-dimensional finite element analysis; dynamic centrifuge test; longitudinal strucutural connectivity; embankment shape; seismic behavior in culvert longitudinal direction

Page 1 Page 2 Page 3 Page 4 Page 5

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APA (6th Edition):

Miyazaki, Y. (2019). Fundamental study on seismic behavior of hinge types of precast arch culverts in culvert longitudinal direction . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/242475

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):

Miyazaki, Yusuke. “Fundamental study on seismic behavior of hinge types of precast arch culverts in culvert longitudinal direction .” 2019. Thesis, Kyoto University. Accessed April 18, 2021. http://hdl.handle.net/2433/242475.

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

MLA Handbook (7th Edition):

Miyazaki, Yusuke. “Fundamental study on seismic behavior of hinge types of precast arch culverts in culvert longitudinal direction .” 2019. Web. 18 Apr 2021.

Vancouver:

Miyazaki Y. Fundamental study on seismic behavior of hinge types of precast arch culverts in culvert longitudinal direction . [Internet] [Thesis]. Kyoto University; 2019. [cited 2021 Apr 18]. Available from: http://hdl.handle.net/2433/242475.

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

Council of Science Editors:

Miyazaki Y. Fundamental study on seismic behavior of hinge types of precast arch culverts in culvert longitudinal direction . [Thesis]. Kyoto University; 2019. Available from: http://hdl.handle.net/2433/242475

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

9. Alegre, André Filipe Moreira. Análise do comportamento sísmico da barragem de Luzzone: desenvolvimento de um programa de EF3D utilizando uma formulação em deslocamentos e pressões.

Degree: 2015, Repositório Científico do Instituto Politécnico de Lisboa

Trabalho Final de Mestrado elaborado no Laboratório Nacional de Engenharia Civil (LNEC) para a obtenção do grau de Mestre em Engenharia Civil pelo Instituto Superior… (more)

Subjects/Keywords: Barragens de betão; Barragens abóbada; Segurança estrutural; Controlo da segurança; Comportamento dinâmico; Método dos elementos finitos; Modelos numéricos de EF3D; Sistema barragem -albufeira; Fundação; Albufeira discretizada em EF de pressão; Formulação em pressões e deslocamentos; Abordagem de estado; Amortecimento generalizado; Efeito de radiação; Análise sísmica de barragens; Verificação da segurança sísmica; Roturas locais no betão; Derrubamento de blocos de controlo; Deslizamento de blocos de controlo; Barragem de Luzzone; Concrete dams; Arch dams; Structural safety; Safety control; Dynamic behaviour; Finite Element method; 3DFEM numeric models; Dam reservoir; Foundation system; Discretized reservoir in pressure FE; Formulation in pressures and displacements; State space approach; Generalized damping; Radiation effect; Dam seismic analysis; Seismic safety evaluation; Concrete local failure; Overturning of control blocks; Sliding of control blocks; Luzzone dam

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APA (6th Edition):

Alegre, A. F. M. (2015). Análise do comportamento sísmico da barragem de Luzzone: desenvolvimento de um programa de EF3D utilizando uma formulação em deslocamentos e pressões. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6031

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):

Alegre, André Filipe Moreira. “Análise do comportamento sísmico da barragem de Luzzone: desenvolvimento de um programa de EF3D utilizando uma formulação em deslocamentos e pressões.” 2015. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed April 18, 2021. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6031.

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

MLA Handbook (7th Edition):

Alegre, André Filipe Moreira. “Análise do comportamento sísmico da barragem de Luzzone: desenvolvimento de um programa de EF3D utilizando uma formulação em deslocamentos e pressões.” 2015. Web. 18 Apr 2021.

Vancouver:

Alegre AFM. Análise do comportamento sísmico da barragem de Luzzone: desenvolvimento de um programa de EF3D utilizando uma formulação em deslocamentos e pressões. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. [cited 2021 Apr 18]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6031.

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

Council of Science Editors:

Alegre AFM. Análise do comportamento sísmico da barragem de Luzzone: desenvolvimento de um programa de EF3D utilizando uma formulação em deslocamentos e pressões. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6031

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

.