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You searched for subject:(SAP2000). Showing records 1 – 30 of 34 total matches.

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University of Vermont

1. Dugdale, Jack. Timber vs. Steel Bridge Superstructure Construction: A Simplified Structural, Economic and Environmental Analysis.

Degree: Civil Engineering, 2015, University of Vermont

  For thousands of years, bridges were constructed primarily of timber. Then, in 1779, the first cast iron bridge was built, followed by the first… (more)

Subjects/Keywords: glulam; SAP2000; embodied energy; wood; bridge

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APA (6th Edition):

Dugdale, J. (2015). Timber vs. Steel Bridge Superstructure Construction: A Simplified Structural, Economic and Environmental Analysis. (Thesis). University of Vermont. Retrieved from https://scholarworks.uvm.edu/hcoltheses/88

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):

Dugdale, Jack. “Timber vs. Steel Bridge Superstructure Construction: A Simplified Structural, Economic and Environmental Analysis.” 2015. Thesis, University of Vermont. Accessed March 30, 2020. https://scholarworks.uvm.edu/hcoltheses/88.

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

MLA Handbook (7th Edition):

Dugdale, Jack. “Timber vs. Steel Bridge Superstructure Construction: A Simplified Structural, Economic and Environmental Analysis.” 2015. Web. 30 Mar 2020.

Vancouver:

Dugdale J. Timber vs. Steel Bridge Superstructure Construction: A Simplified Structural, Economic and Environmental Analysis. [Internet] [Thesis]. University of Vermont; 2015. [cited 2020 Mar 30]. Available from: https://scholarworks.uvm.edu/hcoltheses/88.

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

Council of Science Editors:

Dugdale J. Timber vs. Steel Bridge Superstructure Construction: A Simplified Structural, Economic and Environmental Analysis. [Thesis]. University of Vermont; 2015. Available from: https://scholarworks.uvm.edu/hcoltheses/88

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


San Jose State University

2. Cheung, Kai Sum. Nonlinear Pushover Analysis of a One-Story Precast Concrete Cladding System.

Degree: MS, Civil and Environmental Engineering, 2010, San Jose State University

  A nonlinear pushover analytical study of a precast concrete cladding system was completed. The analytical software used was SAP2000 (version 11.0.0). The specimen modeled… (more)

Subjects/Keywords: Analysis; Cladding; Non-Linear; Pushover; SAP2000; Seismic

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APA (6th Edition):

Cheung, K. S. (2010). Nonlinear Pushover Analysis of a One-Story Precast Concrete Cladding System. (Masters Thesis). San Jose State University. Retrieved from https://doi.org/10.31979/etd.mghv-cf6p ; https://scholarworks.sjsu.edu/etd_theses/3754

Chicago Manual of Style (16th Edition):

Cheung, Kai Sum. “Nonlinear Pushover Analysis of a One-Story Precast Concrete Cladding System.” 2010. Masters Thesis, San Jose State University. Accessed March 30, 2020. https://doi.org/10.31979/etd.mghv-cf6p ; https://scholarworks.sjsu.edu/etd_theses/3754.

MLA Handbook (7th Edition):

Cheung, Kai Sum. “Nonlinear Pushover Analysis of a One-Story Precast Concrete Cladding System.” 2010. Web. 30 Mar 2020.

Vancouver:

Cheung KS. Nonlinear Pushover Analysis of a One-Story Precast Concrete Cladding System. [Internet] [Masters thesis]. San Jose State University; 2010. [cited 2020 Mar 30]. Available from: https://doi.org/10.31979/etd.mghv-cf6p ; https://scholarworks.sjsu.edu/etd_theses/3754.

Council of Science Editors:

Cheung KS. Nonlinear Pushover Analysis of a One-Story Precast Concrete Cladding System. [Masters Thesis]. San Jose State University; 2010. Available from: https://doi.org/10.31979/etd.mghv-cf6p ; https://scholarworks.sjsu.edu/etd_theses/3754

3. Vindiš, Matija. STATIČNI IZRAČUN ARMIRANOBETONSKEGA SILOSA ZA SKLADIŠČENJE ŽITA.

Degree: 2014, Univerza v Mariboru

Magistrsko delo obravnava statični izračun armiranobetonskega silosa za skladiščenje žita. Predstavljen je armiranobetonski silos krožnega tlorisa s centralnim cilindričnim delom in stranskim odtokom surovin. Glavni… (more)

Subjects/Keywords: statična analiza; silos; žito; armirani beton; SAP2000; Sofistik; static analysis; silos; wheat; ferroconcrete; SAP2000; Sofistik; info:eu-repo/classification/udc/624.012.45.041(043.2)

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APA (6th Edition):

Vindiš, M. (2014). STATIČNI IZRAČUN ARMIRANOBETONSKEGA SILOSA ZA SKLADIŠČENJE ŽITA. (Masters Thesis). Univerza v Mariboru. Retrieved from https://dk.um.si/IzpisGradiva.php?id=44119 ; https://dk.um.si/Dokument.php?id=63405&dn= ; https://plus.si.cobiss.net/opac7/bib/17918486?lang=sl

Chicago Manual of Style (16th Edition):

Vindiš, Matija. “STATIČNI IZRAČUN ARMIRANOBETONSKEGA SILOSA ZA SKLADIŠČENJE ŽITA.” 2014. Masters Thesis, Univerza v Mariboru. Accessed March 30, 2020. https://dk.um.si/IzpisGradiva.php?id=44119 ; https://dk.um.si/Dokument.php?id=63405&dn= ; https://plus.si.cobiss.net/opac7/bib/17918486?lang=sl.

MLA Handbook (7th Edition):

Vindiš, Matija. “STATIČNI IZRAČUN ARMIRANOBETONSKEGA SILOSA ZA SKLADIŠČENJE ŽITA.” 2014. Web. 30 Mar 2020.

Vancouver:

Vindiš M. STATIČNI IZRAČUN ARMIRANOBETONSKEGA SILOSA ZA SKLADIŠČENJE ŽITA. [Internet] [Masters thesis]. Univerza v Mariboru; 2014. [cited 2020 Mar 30]. Available from: https://dk.um.si/IzpisGradiva.php?id=44119 ; https://dk.um.si/Dokument.php?id=63405&dn= ; https://plus.si.cobiss.net/opac7/bib/17918486?lang=sl.

Council of Science Editors:

Vindiš M. STATIČNI IZRAČUN ARMIRANOBETONSKEGA SILOSA ZA SKLADIŠČENJE ŽITA. [Masters Thesis]. Univerza v Mariboru; 2014. Available from: https://dk.um.si/IzpisGradiva.php?id=44119 ; https://dk.um.si/Dokument.php?id=63405&dn= ; https://plus.si.cobiss.net/opac7/bib/17918486?lang=sl

4. Pareja Sulla, Nelson Roger. Estudio del comportamiento sísmico lineal y no lineal de pórticos metálicos resistentes a momentos.

Degree: 2012, Universidad Nacional de Ingeniería. Programa Cybertesis PERÚ

En los últimos años el Perú está experimentando un gran crecimiento en las construcciones de acero de mediana altura, por lo que el presente trabajo… (more)

Subjects/Keywords: Sísmico lineal; Sísmico no lineal; Pórticos metálicos; Multi-spring; SAP2000

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APA (6th Edition):

Pareja Sulla, N. R. (2012). Estudio del comportamiento sísmico lineal y no lineal de pórticos metálicos resistentes a momentos. (Thesis). Universidad Nacional de Ingeniería. Programa Cybertesis PERÚ. Retrieved from http://cybertesis.uni.edu.pe/handle/uni/1399 ; http://cybertesis.uni.edu.pe/bitstream/uni%2F1399/2/bitstream ; http://cybertesis.uni.edu.pe/bitstream/uni%2F1399/1/bitstream

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):

Pareja Sulla, Nelson Roger. “Estudio del comportamiento sísmico lineal y no lineal de pórticos metálicos resistentes a momentos.” 2012. Thesis, Universidad Nacional de Ingeniería. Programa Cybertesis PERÚ. Accessed March 30, 2020. http://cybertesis.uni.edu.pe/handle/uni/1399 ; http://cybertesis.uni.edu.pe/bitstream/uni%2F1399/2/bitstream ; http://cybertesis.uni.edu.pe/bitstream/uni%2F1399/1/bitstream.

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

MLA Handbook (7th Edition):

Pareja Sulla, Nelson Roger. “Estudio del comportamiento sísmico lineal y no lineal de pórticos metálicos resistentes a momentos.” 2012. Web. 30 Mar 2020.

Vancouver:

Pareja Sulla NR. Estudio del comportamiento sísmico lineal y no lineal de pórticos metálicos resistentes a momentos. [Internet] [Thesis]. Universidad Nacional de Ingeniería. Programa Cybertesis PERÚ; 2012. [cited 2020 Mar 30]. Available from: http://cybertesis.uni.edu.pe/handle/uni/1399 ; http://cybertesis.uni.edu.pe/bitstream/uni%2F1399/2/bitstream ; http://cybertesis.uni.edu.pe/bitstream/uni%2F1399/1/bitstream.

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

Council of Science Editors:

Pareja Sulla NR. Estudio del comportamiento sísmico lineal y no lineal de pórticos metálicos resistentes a momentos. [Thesis]. Universidad Nacional de Ingeniería. Programa Cybertesis PERÚ; 2012. Available from: http://cybertesis.uni.edu.pe/handle/uni/1399 ; http://cybertesis.uni.edu.pe/bitstream/uni%2F1399/2/bitstream ; http://cybertesis.uni.edu.pe/bitstream/uni%2F1399/1/bitstream

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


Penn State University

5. Kreidel, Shaun. Practical Modeling of Composite Slab Floor Systems With Dominant Slab Mode For Vibration Control.

Degree: MS, Architectural Engineering, 2014, Penn State University

 Design Guide 11 (Murray, T.M., et al. 1997), the most current design aid published by AISC (The American Institute of Steel Construction), provides engineers with… (more)

Subjects/Keywords: Finite Element Modeling; Floor Vibration Control; SAP2000; ASCE Design Guide 11

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APA (6th Edition):

Kreidel, S. (2014). Practical Modeling of Composite Slab Floor Systems With Dominant Slab Mode For Vibration Control. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/23201

Chicago Manual of Style (16th Edition):

Kreidel, Shaun. “Practical Modeling of Composite Slab Floor Systems With Dominant Slab Mode For Vibration Control.” 2014. Masters Thesis, Penn State University. Accessed March 30, 2020. https://etda.libraries.psu.edu/catalog/23201.

MLA Handbook (7th Edition):

Kreidel, Shaun. “Practical Modeling of Composite Slab Floor Systems With Dominant Slab Mode For Vibration Control.” 2014. Web. 30 Mar 2020.

Vancouver:

Kreidel S. Practical Modeling of Composite Slab Floor Systems With Dominant Slab Mode For Vibration Control. [Internet] [Masters thesis]. Penn State University; 2014. [cited 2020 Mar 30]. Available from: https://etda.libraries.psu.edu/catalog/23201.

Council of Science Editors:

Kreidel S. Practical Modeling of Composite Slab Floor Systems With Dominant Slab Mode For Vibration Control. [Masters Thesis]. Penn State University; 2014. Available from: https://etda.libraries.psu.edu/catalog/23201

6. Medina, Simão Armas. Projecto de execução de estruturas de um edifício de betão armado.

Degree: 2010, Repositório Científico do Instituto Politécnico de Lisboa

 O presente trabalho é o corolário do curso de engenharia civil, para a obtenção do grau de Mestre, tendo-se optado pela elaboração de um projecto… (more)

Subjects/Keywords: Projecto de estruturas; SAP2000; Estrutura de betão armado

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APA (6th Edition):

Medina, S. A. (2010). Projecto de execução de estruturas de um edifício de betão armado. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/634

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):

Medina, Simão Armas. “Projecto de execução de estruturas de um edifício de betão armado.” 2010. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed March 30, 2020. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/634.

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

MLA Handbook (7th Edition):

Medina, Simão Armas. “Projecto de execução de estruturas de um edifício de betão armado.” 2010. Web. 30 Mar 2020.

Vancouver:

Medina SA. Projecto de execução de estruturas de um edifício de betão armado. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2010. [cited 2020 Mar 30]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/634.

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

Council of Science Editors:

Medina SA. Projecto de execução de estruturas de um edifício de betão armado. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2010. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/634

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

7. Silva, Wilson Nascimento Varela. Análise da estrutura de um edifício em betão armado usando um método dos elementos finitos: aplicação do método dos elementos finitos a problemas tridimensionais de elasticidade linear usando o freeFEM++.

Degree: 2012, Repositório Científico do Instituto Politécnico de Lisboa

 Pretende-se, utilizando o Modelo da Elasticidade Linear em freeFEM++, determinar os esforços e deslocamentos de um edifício alto submetido apenas à acção do peso próprio… (more)

Subjects/Keywords: freeFEM++; GMSH; SAP2000; Método de elementos finitos; Discretização; Estrutura

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APA (6th Edition):

Silva, W. N. V. (2012). Análise da estrutura de um edifício em betão armado usando um método dos elementos finitos: aplicação do método dos elementos finitos a problemas tridimensionais de elasticidade linear usando o freeFEM++. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1791

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):

Silva, Wilson Nascimento Varela. “Análise da estrutura de um edifício em betão armado usando um método dos elementos finitos: aplicação do método dos elementos finitos a problemas tridimensionais de elasticidade linear usando o freeFEM++.” 2012. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed March 30, 2020. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1791.

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

MLA Handbook (7th Edition):

Silva, Wilson Nascimento Varela. “Análise da estrutura de um edifício em betão armado usando um método dos elementos finitos: aplicação do método dos elementos finitos a problemas tridimensionais de elasticidade linear usando o freeFEM++.” 2012. Web. 30 Mar 2020.

Vancouver:

Silva WNV. Análise da estrutura de um edifício em betão armado usando um método dos elementos finitos: aplicação do método dos elementos finitos a problemas tridimensionais de elasticidade linear usando o freeFEM++. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2012. [cited 2020 Mar 30]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1791.

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

Council of Science Editors:

Silva WNV. Análise da estrutura de um edifício em betão armado usando um método dos elementos finitos: aplicação do método dos elementos finitos a problemas tridimensionais de elasticidade linear usando o freeFEM++. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2012. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1791

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

8. Andrade, Rodolfo Giacomim Mendes de. Monitoramento de curta duração de uma ponte curva em concreto armado: um estudo de caso.

Degree: Mestrado, Engenharia de Estruturas, 2012, University of São Paulo

As últimas quatro décadas foram importantes para o desenvolvimento da malha rodoviária brasileira. O sistema de rodovias do país recebeu incentivos financeiros à sua expansão… (more)

Subjects/Keywords: Análise estrutural; DIANA; DIANA numerical modelling; Midas FX+; Midas Fx+; Modelagem numérica; Monitoramento de estruturas; SAP2000; SAP2000; Sensores; Sensors; Structural analysis; Structural monitoring

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APA (6th Edition):

Andrade, R. G. M. d. (2012). Monitoramento de curta duração de uma ponte curva em concreto armado: um estudo de caso. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-18062013-152808/ ;

Chicago Manual of Style (16th Edition):

Andrade, Rodolfo Giacomim Mendes de. “Monitoramento de curta duração de uma ponte curva em concreto armado: um estudo de caso.” 2012. Masters Thesis, University of São Paulo. Accessed March 30, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-18062013-152808/ ;.

MLA Handbook (7th Edition):

Andrade, Rodolfo Giacomim Mendes de. “Monitoramento de curta duração de uma ponte curva em concreto armado: um estudo de caso.” 2012. Web. 30 Mar 2020.

Vancouver:

Andrade RGMd. Monitoramento de curta duração de uma ponte curva em concreto armado: um estudo de caso. [Internet] [Masters thesis]. University of São Paulo; 2012. [cited 2020 Mar 30]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-18062013-152808/ ;.

Council of Science Editors:

Andrade RGMd. Monitoramento de curta duração de uma ponte curva em concreto armado: um estudo de caso. [Masters Thesis]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-18062013-152808/ ;


The Ohio State University

9. Li, Kai. Collapse Experiments and Assessment of Masonry Wall Buildings.

Degree: PhD, Civil Engineering, 2017, The Ohio State University

 Progressive collapse is partial or complete collapse of a building, which is triggered by the sudden loss of load-bearing structural elements such as columns and… (more)

Subjects/Keywords: Civil Engineering; Masonry wall structure; progressive collapse; full-scale building test; load-bearing wall removal; SAP2000 analysis; SAP2000 simulation; DIF and LIF

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APA (6th Edition):

Li, K. (2017). Collapse Experiments and Assessment of Masonry Wall Buildings. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1503265342241364

Chicago Manual of Style (16th Edition):

Li, Kai. “Collapse Experiments and Assessment of Masonry Wall Buildings.” 2017. Doctoral Dissertation, The Ohio State University. Accessed March 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1503265342241364.

MLA Handbook (7th Edition):

Li, Kai. “Collapse Experiments and Assessment of Masonry Wall Buildings.” 2017. Web. 30 Mar 2020.

Vancouver:

Li K. Collapse Experiments and Assessment of Masonry Wall Buildings. [Internet] [Doctoral dissertation]. The Ohio State University; 2017. [cited 2020 Mar 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1503265342241364.

Council of Science Editors:

Li K. Collapse Experiments and Assessment of Masonry Wall Buildings. [Doctoral Dissertation]. The Ohio State University; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1503265342241364


University of Akron

10. Alzlfawi, Abdullah Hamoud. EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES.

Degree: MSin Engineering, Civil Engineering, 2018, University of Akron

 Bridge deck cracking is a major problem not only in The United State but also inAustralia and Europe as well. Cracking on the decks effect… (more)

Subjects/Keywords: Civil Engineering; SAP2000; CSI Bridge; Slab, Pier, Connection; Transverse crack, Stiffness, Concrete

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APA (6th Edition):

Alzlfawi, A. H. (2018). EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1525450625325638

Chicago Manual of Style (16th Edition):

Alzlfawi, Abdullah Hamoud. “EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES.” 2018. Masters Thesis, University of Akron. Accessed March 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1525450625325638.

MLA Handbook (7th Edition):

Alzlfawi, Abdullah Hamoud. “EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES.” 2018. Web. 30 Mar 2020.

Vancouver:

Alzlfawi AH. EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES. [Internet] [Masters thesis]. University of Akron; 2018. [cited 2020 Mar 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1525450625325638.

Council of Science Editors:

Alzlfawi AH. EFFECT OF SLAB AND PIER CONNECTION ON TRANSVERSE CRACKING IN STRUCTURAL SLAB BRIDGES. [Masters Thesis]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1525450625325638


University of Minnesota

11. Scheevel, Christopher J. An evaluation of methods for the design of R/C flexible twin-walled bridge piers.

Degree: MS, Civil Engineeing, 2010, University of Minnesota

University of Minnesota M.S. thesis. October 2010. Major: Civil Engineeing. Advisor: Dr. Arturo Schultz. 1 computer file (PDF) x, 130 pages. Ill. (some col.) Portrait and Vita.

Abstract summary not available

Advisors/Committee Members: Dr. Arturo Schultz.

Subjects/Keywords: SAP2000; Nonlinear analysis; DLM; Fixed, flexible bridge piers; Time-dependant effects; Civil Engineering

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APA (6th Edition):

Scheevel, C. J. (2010). An evaluation of methods for the design of R/C flexible twin-walled bridge piers. (Masters Thesis). University of Minnesota. Retrieved from http://purl.umn.edu/103045

Chicago Manual of Style (16th Edition):

Scheevel, Christopher J. “An evaluation of methods for the design of R/C flexible twin-walled bridge piers.” 2010. Masters Thesis, University of Minnesota. Accessed March 30, 2020. http://purl.umn.edu/103045.

MLA Handbook (7th Edition):

Scheevel, Christopher J. “An evaluation of methods for the design of R/C flexible twin-walled bridge piers.” 2010. Web. 30 Mar 2020.

Vancouver:

Scheevel CJ. An evaluation of methods for the design of R/C flexible twin-walled bridge piers. [Internet] [Masters thesis]. University of Minnesota; 2010. [cited 2020 Mar 30]. Available from: http://purl.umn.edu/103045.

Council of Science Editors:

Scheevel CJ. An evaluation of methods for the design of R/C flexible twin-walled bridge piers. [Masters Thesis]. University of Minnesota; 2010. Available from: http://purl.umn.edu/103045


Cleveland State University

12. Bani Hani, Ahmad. Wind Flow Induced Vibrations of Tapered Masts.

Degree: MSin Mechanical Engineering, Fenn College of Engineering, 2009, Cleveland State University

 Structural dynamic analyses of elongated masts subjected to various wind speeds are presented in this work. The masts are modeled as vertically supported cantilever beams,with… (more)

Subjects/Keywords: MASTS; TAPERED; straight mast; TAPERED MASTS; SAP2000; STRAIGHT AND TAPERED; vortex shedding

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

APA (6th Edition):

Bani Hani, A. (2009). Wind Flow Induced Vibrations of Tapered Masts. (Masters Thesis). Cleveland State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=csu1243389014

Chicago Manual of Style (16th Edition):

Bani Hani, Ahmad. “Wind Flow Induced Vibrations of Tapered Masts.” 2009. Masters Thesis, Cleveland State University. Accessed March 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=csu1243389014.

MLA Handbook (7th Edition):

Bani Hani, Ahmad. “Wind Flow Induced Vibrations of Tapered Masts.” 2009. Web. 30 Mar 2020.

Vancouver:

Bani Hani A. Wind Flow Induced Vibrations of Tapered Masts. [Internet] [Masters thesis]. Cleveland State University; 2009. [cited 2020 Mar 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=csu1243389014.

Council of Science Editors:

Bani Hani A. Wind Flow Induced Vibrations of Tapered Masts. [Masters Thesis]. Cleveland State University; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=csu1243389014

13. Godinho, Cristiano Filipe Ferreira. Projeto de estruturas e fundações de um edifício de serviços.

Degree: 2013, Repositório Científico do Instituto Politécnico de Lisboa

O presente trabalho é o culminar de um percurso académico cheio de aprendizagens que me preencheu por completo. A realização de um projeto de estruturas… (more)

Subjects/Keywords: Projeto de estruturas; Betão-armado; SAP2000; RESPONSE 2000; Regulamentação; Structural design; Reinforced concrete; Regulamentation

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

APA (6th Edition):

Godinho, C. F. F. (2013). Projeto de estruturas e fundações de um edifício de serviços. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2549

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):

Godinho, Cristiano Filipe Ferreira. “Projeto de estruturas e fundações de um edifício de serviços.” 2013. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed March 30, 2020. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2549.

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

MLA Handbook (7th Edition):

Godinho, Cristiano Filipe Ferreira. “Projeto de estruturas e fundações de um edifício de serviços.” 2013. Web. 30 Mar 2020.

Vancouver:

Godinho CFF. Projeto de estruturas e fundações de um edifício de serviços. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2013. [cited 2020 Mar 30]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2549.

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

Council of Science Editors:

Godinho CFF. Projeto de estruturas e fundações de um edifício de serviços. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2013. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2549

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


Southern Illinois University

14. Silwal, Baikuntha. An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames.

Degree: MS, Civil Engineering, 2013, Southern Illinois University

  The objective of this study is to investigate the accuracy and computational efficiency of two commonly used formulations for performing the geometrically nonlinear thermal… (more)

Subjects/Keywords: Beam-Column Theory; Finite Element Analysis; Nonlinear Analysis; Nonlinear Thermal Analysis; SAP2000

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APA (6th Edition):

Silwal, B. (2013). An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames. (Masters Thesis). Southern Illinois University. Retrieved from http://opensiuc.lib.siu.edu/theses/1160

Chicago Manual of Style (16th Edition):

Silwal, Baikuntha. “An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames.” 2013. Masters Thesis, Southern Illinois University. Accessed March 30, 2020. http://opensiuc.lib.siu.edu/theses/1160.

MLA Handbook (7th Edition):

Silwal, Baikuntha. “An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames.” 2013. Web. 30 Mar 2020.

Vancouver:

Silwal B. An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames. [Internet] [Masters thesis]. Southern Illinois University; 2013. [cited 2020 Mar 30]. Available from: http://opensiuc.lib.siu.edu/theses/1160.

Council of Science Editors:

Silwal B. An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames. [Masters Thesis]. Southern Illinois University; 2013. Available from: http://opensiuc.lib.siu.edu/theses/1160


KTH

15. Ahmed, Samih. Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center.

Degree: Concrete Structures, 2018, KTH

The stress ribbon system has numerous advantages, that includes but are not limitedto: increasing overall stiffness, control deflections and reduction of materialsconsumption, which in… (more)

Subjects/Keywords: cable suspended; stress ribbon; roof structure; post-tensioned concrete; SAP2000; Civil Engineering; Samhällsbyggnadsteknik

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APA (6th Edition):

Ahmed, S. (2018). Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230898

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):

Ahmed, Samih. “Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center.” 2018. Thesis, KTH. Accessed March 30, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230898.

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

MLA Handbook (7th Edition):

Ahmed, Samih. “Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center.” 2018. Web. 30 Mar 2020.

Vancouver:

Ahmed S. Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center. [Internet] [Thesis]. KTH; 2018. [cited 2020 Mar 30]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230898.

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

Council of Science Editors:

Ahmed S. Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center. [Thesis]. KTH; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230898

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

16. Bilgiç, Mustafa Yılmaz. Hareketli çatıların tasarımı .

Degree: ESOGÜ, Mühendislik Fakültesi, İnşaat Mühendisliği, 2014, Eskisehir Osmangazi University

 Hareketli çatılar, bir yapıyı kullanım amacına göre değişken mevsim koşullarında hem açık hem de kapalı kullanmayı sağlarlar. Aynı yapıyı mevsim koşullarına göre kullanabilmek, birçok sektör… (more)

Subjects/Keywords: Hareketli Çatılar; Hareketli Yapı; Çelik Yapı; Kren Kirişi; TS 648; SAP2000; Retractable Roofs; Retractable Structure; Steel Structure; Crane Beam

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APA (6th Edition):

Bilgiç, M. Y. (2014). Hareketli çatıların tasarımı . (Thesis). Eskisehir Osmangazi University. Retrieved from http://hdl.handle.net/11684/615

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):

Bilgiç, Mustafa Yılmaz. “Hareketli çatıların tasarımı .” 2014. Thesis, Eskisehir Osmangazi University. Accessed March 30, 2020. http://hdl.handle.net/11684/615.

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

MLA Handbook (7th Edition):

Bilgiç, Mustafa Yılmaz. “Hareketli çatıların tasarımı .” 2014. Web. 30 Mar 2020.

Vancouver:

Bilgiç MY. Hareketli çatıların tasarımı . [Internet] [Thesis]. Eskisehir Osmangazi University; 2014. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/11684/615.

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

Council of Science Editors:

Bilgiç MY. Hareketli çatıların tasarımı . [Thesis]. Eskisehir Osmangazi University; 2014. Available from: http://hdl.handle.net/11684/615

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


University of Southern California

17. Alshaiji, Mohammad S. Train induced vibrations in poroelastic media.

Degree: PhD, Civil Engineering (Structural Engineering), 2017, University of Southern California

 The Ministry of Communications, through the Kuwait Overland Transport Union, raised the need to develop a master plan for the implementation of a rapid transit… (more)

Subjects/Keywords: wave propagation; wave; train; vibration; soil-structure-interaction; mode shapes; SAP2000; poroelasticity; layer; Green'; s functions

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APA (6th Edition):

Alshaiji, M. S. (2017). Train induced vibrations in poroelastic media. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/637049/rec/7549

Chicago Manual of Style (16th Edition):

Alshaiji, Mohammad S. “Train induced vibrations in poroelastic media.” 2017. Doctoral Dissertation, University of Southern California. Accessed March 30, 2020. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/637049/rec/7549.

MLA Handbook (7th Edition):

Alshaiji, Mohammad S. “Train induced vibrations in poroelastic media.” 2017. Web. 30 Mar 2020.

Vancouver:

Alshaiji MS. Train induced vibrations in poroelastic media. [Internet] [Doctoral dissertation]. University of Southern California; 2017. [cited 2020 Mar 30]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/637049/rec/7549.

Council of Science Editors:

Alshaiji MS. Train induced vibrations in poroelastic media. [Doctoral Dissertation]. University of Southern California; 2017. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/637049/rec/7549

18. Campos, André Filipe Viegas Pires de. Projeto de fundações e estruturas de um edifício destinado a uma igreja.

Degree: 2014, Repositório Científico do Instituto Politécnico de Lisboa

Trabalho de Projeto para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização em Estruturas

A execução deste trabalho consiste na elaboração… (more)

Subjects/Keywords: Projeto de estruturas; Estrutura de betão armado; Pré-esforço; SAP2000; EC1; EC2; Design of structures; Reinforced concrete; Prestressed

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

APA (6th Edition):

Campos, A. F. V. P. d. (2014). Projeto de fundações e estruturas de um edifício destinado a uma igreja. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6525

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):

Campos, André Filipe Viegas Pires de. “Projeto de fundações e estruturas de um edifício destinado a uma igreja.” 2014. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed March 30, 2020. https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6525.

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

MLA Handbook (7th Edition):

Campos, André Filipe Viegas Pires de. “Projeto de fundações e estruturas de um edifício destinado a uma igreja.” 2014. Web. 30 Mar 2020.

Vancouver:

Campos AFVPd. Projeto de fundações e estruturas de um edifício destinado a uma igreja. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2014. [cited 2020 Mar 30]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6525.

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

Council of Science Editors:

Campos AFVPd. Projeto de fundações e estruturas de um edifício destinado a uma igreja. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2014. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6525

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


University of Texas – Austin

19. Oksuz, Umit Can. Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

 Progressive collapse is a structural failure that is initiated by the failure of a primary structural member due to manmade or natural reasons and causes… (more)

Subjects/Keywords: Simplified modeling approach; Reduced modeling approach; Buildings; Connections; Disproportionate collapse; Floors; SAP2000; Finite element method; Nonlinear analysis; Progressive collapse; Steel structures

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

APA (6th Edition):

Oksuz, U. C. (2014). Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31753

Chicago Manual of Style (16th Edition):

Oksuz, Umit Can. “Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems.” 2014. Masters Thesis, University of Texas – Austin. Accessed March 30, 2020. http://hdl.handle.net/2152/31753.

MLA Handbook (7th Edition):

Oksuz, Umit Can. “Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems.” 2014. Web. 30 Mar 2020.

Vancouver:

Oksuz UC. Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/2152/31753.

Council of Science Editors:

Oksuz UC. Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31753

20. Lešič, Vid. Vpliv modeliranja polnil v analizi potresnega obnašanja armiranobetonskih okvirjev.

Degree: 2017, Univerza v Mariboru

Magistrsko delo obravnava vpliv modeliranja polnil v analizi potresnega obnašanja armiranobetonskih okvirjev na tipskem pritličnem primeru. Študije različnih avtorjev so pokazale, da lahko mehanske lastnosti… (more)

Subjects/Keywords: zidana polnila; armiranobetonski okviri; potresna obremenitev; plastični členki; nadomestna diagonala; linearna analiza; nelinearna potisna analiza; SAP2000; infill’s; RC frames; earthquake linear analysis; plastic hinges; strut models; nonlinear static pushover analysis; SAP2000; info:eu-repo/classification/udc/624.012.35(043.2)

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APA (6th Edition):

Lešič, V. (2017). Vpliv modeliranja polnil v analizi potresnega obnašanja armiranobetonskih okvirjev. (Masters Thesis). Univerza v Mariboru. Retrieved from https://dk.um.si/IzpisGradiva.php?id=67988 ; https://dk.um.si/Dokument.php?id=119202&dn= ; https://plus.si.cobiss.net/opac7/bib/21226774?lang=sl

Chicago Manual of Style (16th Edition):

Lešič, Vid. “Vpliv modeliranja polnil v analizi potresnega obnašanja armiranobetonskih okvirjev.” 2017. Masters Thesis, Univerza v Mariboru. Accessed March 30, 2020. https://dk.um.si/IzpisGradiva.php?id=67988 ; https://dk.um.si/Dokument.php?id=119202&dn= ; https://plus.si.cobiss.net/opac7/bib/21226774?lang=sl.

MLA Handbook (7th Edition):

Lešič, Vid. “Vpliv modeliranja polnil v analizi potresnega obnašanja armiranobetonskih okvirjev.” 2017. Web. 30 Mar 2020.

Vancouver:

Lešič V. Vpliv modeliranja polnil v analizi potresnega obnašanja armiranobetonskih okvirjev. [Internet] [Masters thesis]. Univerza v Mariboru; 2017. [cited 2020 Mar 30]. Available from: https://dk.um.si/IzpisGradiva.php?id=67988 ; https://dk.um.si/Dokument.php?id=119202&dn= ; https://plus.si.cobiss.net/opac7/bib/21226774?lang=sl.

Council of Science Editors:

Lešič V. Vpliv modeliranja polnil v analizi potresnega obnašanja armiranobetonskih okvirjev. [Masters Thesis]. Univerza v Mariboru; 2017. Available from: https://dk.um.si/IzpisGradiva.php?id=67988 ; https://dk.um.si/Dokument.php?id=119202&dn= ; https://plus.si.cobiss.net/opac7/bib/21226774?lang=sl


Penn State University

21. Simmons, Nicholas C. ANALYTICAL EVALUATION OF RACKING PERFORMANCE OF FOUR-SIDED STRUCTURAL SILICONE GLAZING CURTAIN WALL SYSTEMS.

Degree: MS, Architectural Engineering, 2011, Penn State University

 The focus of this research, which is part of a project involving full scale experimental testing and analytical modeling of four-sided structural silicone glazing (4SSG)… (more)

Subjects/Keywords: Stick-built-with-vertical-slip; Unitized-sway; Coach 6; CMA; point tracking; video analysis; SAP2000; FEM; Physical testing; Curtain wall; Glazing; Structural Silicone; Stick-built; Racking; AAMA 501.6; seismic

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APA (6th Edition):

Simmons, N. C. (2011). ANALYTICAL EVALUATION OF RACKING PERFORMANCE OF FOUR-SIDED STRUCTURAL SILICONE GLAZING CURTAIN WALL SYSTEMS. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/12618

Chicago Manual of Style (16th Edition):

Simmons, Nicholas C. “ANALYTICAL EVALUATION OF RACKING PERFORMANCE OF FOUR-SIDED STRUCTURAL SILICONE GLAZING CURTAIN WALL SYSTEMS.” 2011. Masters Thesis, Penn State University. Accessed March 30, 2020. https://etda.libraries.psu.edu/catalog/12618.

MLA Handbook (7th Edition):

Simmons, Nicholas C. “ANALYTICAL EVALUATION OF RACKING PERFORMANCE OF FOUR-SIDED STRUCTURAL SILICONE GLAZING CURTAIN WALL SYSTEMS.” 2011. Web. 30 Mar 2020.

Vancouver:

Simmons NC. ANALYTICAL EVALUATION OF RACKING PERFORMANCE OF FOUR-SIDED STRUCTURAL SILICONE GLAZING CURTAIN WALL SYSTEMS. [Internet] [Masters thesis]. Penn State University; 2011. [cited 2020 Mar 30]. Available from: https://etda.libraries.psu.edu/catalog/12618.

Council of Science Editors:

Simmons NC. ANALYTICAL EVALUATION OF RACKING PERFORMANCE OF FOUR-SIDED STRUCTURAL SILICONE GLAZING CURTAIN WALL SYSTEMS. [Masters Thesis]. Penn State University; 2011. Available from: https://etda.libraries.psu.edu/catalog/12618


University of Minnesota

22. Scheevel, Christopher J. An evaluation of methods for the design of R/C flexible twin-walled bridge piers.

Degree: MS, Civil Engineeing, 2010, University of Minnesota

Abstract summary not available

Subjects/Keywords: SAP2000; Nonlinear analysis; DLM; Fixed, flexible bridge piers; Time-dependant effects; Civil Engineering

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APA (6th Edition):

Scheevel, C. J. (2010). An evaluation of methods for the design of R/C flexible twin-walled bridge piers. (Masters Thesis). University of Minnesota. Retrieved from http://purl.umn.edu/103045

Chicago Manual of Style (16th Edition):

Scheevel, Christopher J. “An evaluation of methods for the design of R/C flexible twin-walled bridge piers.” 2010. Masters Thesis, University of Minnesota. Accessed March 30, 2020. http://purl.umn.edu/103045.

MLA Handbook (7th Edition):

Scheevel, Christopher J. “An evaluation of methods for the design of R/C flexible twin-walled bridge piers.” 2010. Web. 30 Mar 2020.

Vancouver:

Scheevel CJ. An evaluation of methods for the design of R/C flexible twin-walled bridge piers. [Internet] [Masters thesis]. University of Minnesota; 2010. [cited 2020 Mar 30]. Available from: http://purl.umn.edu/103045.

Council of Science Editors:

Scheevel CJ. An evaluation of methods for the design of R/C flexible twin-walled bridge piers. [Masters Thesis]. University of Minnesota; 2010. Available from: http://purl.umn.edu/103045


Pontifical Catholic University of Rio de Janeiro

23. WALDY JAIR TORRES ZUNIGA. [pt] OTIMIZAÇÃO DIMENSIONAL E DE FORMA DE TRELIÇAS ESPACIAIS MODELADAS COM CURVAS DE BÉZIER.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] Estruturas treliçadas espaciais são arranjos geométricos de barras amplamente utilizados em coberturas de edificações. Diversos fatores favorecem o seu uso, tais como a capacidade… (more)

Subjects/Keywords: [pt] ANALISE DE SENSIBILIDADE; [en] SENSITIVITY ANALYSIS; [pt] OTIMIZACAO DE FORMA; [en] SHAPE OPTIMIZATION; [pt] PROGRAMACAO MATEMATICA; [en] MATH PROGRAMMING; [pt] OTIMIZACAO ESTRUTURAL; [en] STRUCTURAL OPTIMIZATION; [pt] CURVAS DE BEZIER; [en] BEZIER CURVES; [pt] TRELICAS ESPACIAIS; [en] SPACE TRUSSES; [pt] ANALISE ESTATICA LINEAR; [en] STATIC LINEAR ANALYSIS; [pt] OTIMIZACAO DIMENSIONAL; [en] PARAMETRIC OPTIMIZATION; [pt] OAPI SAP2000; [en] OAPI SAP2000

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APA (6th Edition):

ZUNIGA, W. J. T. (2019). [pt] OTIMIZAÇÃO DIMENSIONAL E DE FORMA DE TRELIÇAS ESPACIAIS MODELADAS COM CURVAS DE BÉZIER. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=46431

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):

ZUNIGA, WALDY JAIR TORRES. “[pt] OTIMIZAÇÃO DIMENSIONAL E DE FORMA DE TRELIÇAS ESPACIAIS MODELADAS COM CURVAS DE BÉZIER.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed March 30, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=46431.

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

MLA Handbook (7th Edition):

ZUNIGA, WALDY JAIR TORRES. “[pt] OTIMIZAÇÃO DIMENSIONAL E DE FORMA DE TRELIÇAS ESPACIAIS MODELADAS COM CURVAS DE BÉZIER.” 2019. Web. 30 Mar 2020.

Vancouver:

ZUNIGA WJT. [pt] OTIMIZAÇÃO DIMENSIONAL E DE FORMA DE TRELIÇAS ESPACIAIS MODELADAS COM CURVAS DE BÉZIER. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2020 Mar 30]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=46431.

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

Council of Science Editors:

ZUNIGA WJT. [pt] OTIMIZAÇÃO DIMENSIONAL E DE FORMA DE TRELIÇAS ESPACIAIS MODELADAS COM CURVAS DE BÉZIER. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=46431

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

24. Bradaric, Matea. Design and Analysis of a Slanted Cable-stayed Building.

Degree: Structural Engineering and Bridges, 2017, KTH

The Tubed Mega Frame (TMF) is a structural system for high-rise building developed by Tyréns AB. Compared to conventional structural systems, the TMF is… (more)

Subjects/Keywords: Tubed Mega Frame; high-rise buildings; SAP2000; ETABS; cable-stayed structures; Tubed Mega Frame; höghus; SAP2000; ETABS; snedkabelstrukturer; Civil Engineering; Samhällsbyggnadsteknik

…25 ix 5.2 ETABS and SAP2000… …29 5.3.5 P-delta in SAP2000 and ETABS… …study was carried out using the software SAP2000 for the simplified twodimensional model and… 

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

APA (6th Edition):

Bradaric, M. (2017). Design and Analysis of a Slanted Cable-stayed Building. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-209912

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):

Bradaric, Matea. “Design and Analysis of a Slanted Cable-stayed Building.” 2017. Thesis, KTH. Accessed March 30, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-209912.

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

MLA Handbook (7th Edition):

Bradaric, Matea. “Design and Analysis of a Slanted Cable-stayed Building.” 2017. Web. 30 Mar 2020.

Vancouver:

Bradaric M. Design and Analysis of a Slanted Cable-stayed Building. [Internet] [Thesis]. KTH; 2017. [cited 2020 Mar 30]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-209912.

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

Council of Science Editors:

Bradaric M. Design and Analysis of a Slanted Cable-stayed Building. [Thesis]. KTH; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-209912

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

25. Morone, Daniel Justin Reese. Progressive Collapse: Simplified Analysis Using Experimental Data.

Degree: MS, Civil Engineering, 2012, The Ohio State University

  A structure experiences progressive collapse when the following conditions occur: a primary structural member fails due to manmade or natural causes, the loads from… (more)

Subjects/Keywords: Civil Engineering; Engineering; Reinforced concrete; progressive collapse; flat plate; testing; analysis; SAP2000; simplified model

…28 5.2 Development of SAP2000 Model/Elements… …each first story column calculated from SAP2000… …37 Figure 5.5: SAP2000 detailed model… …70 Figure 7.9: Intermediate model developed in SAP2000… …75 Figure 7.14: Intermediate stick model developed in SAP2000… 

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

APA (6th Edition):

Morone, D. J. R. (2012). Progressive Collapse: Simplified Analysis Using Experimental Data. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1354602937

Chicago Manual of Style (16th Edition):

Morone, Daniel Justin Reese. “Progressive Collapse: Simplified Analysis Using Experimental Data.” 2012. Masters Thesis, The Ohio State University. Accessed March 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1354602937.

MLA Handbook (7th Edition):

Morone, Daniel Justin Reese. “Progressive Collapse: Simplified Analysis Using Experimental Data.” 2012. Web. 30 Mar 2020.

Vancouver:

Morone DJR. Progressive Collapse: Simplified Analysis Using Experimental Data. [Internet] [Masters thesis]. The Ohio State University; 2012. [cited 2020 Mar 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1354602937.

Council of Science Editors:

Morone DJR. Progressive Collapse: Simplified Analysis Using Experimental Data. [Masters Thesis]. The Ohio State University; 2012. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1354602937


The Ohio State University

26. Song, Brian Inhyok. EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS.

Degree: MS, Civil Engineering, 2010, The Ohio State University

  Progressive collapse has been of an increasing concern in the structural engineering community, especially since the collapse of the World Trade Center towers in… (more)

Subjects/Keywords: Civil Engineering; Progressive collapse; Structural failure; Existing steel building; Load redistribution; Alternate path method; 2-D and 3-D models; Linear static analysis; Nonlinear dynamic analysis; field experiments; SAP2000 analysis; DCR values

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APA (6th Edition):

Song, B. I. (2010). EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1281712538

Chicago Manual of Style (16th Edition):

Song, Brian Inhyok. “EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS.” 2010. Masters Thesis, The Ohio State University. Accessed March 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1281712538.

MLA Handbook (7th Edition):

Song, Brian Inhyok. “EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS.” 2010. Web. 30 Mar 2020.

Vancouver:

Song BI. EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS. [Internet] [Masters thesis]. The Ohio State University; 2010. [cited 2020 Mar 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1281712538.

Council of Science Editors:

Song BI. EXPERIMENTAL AND ANALYTICAL ASSESSMENT ON THE PROGRESSIVE COLLAPSE POTENTIAL OF EXISTING BUILDINGS. [Masters Thesis]. The Ohio State University; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1281712538


Louisiana State University

27. Ferdous, Md Rubiat. Pile capacity utilization for bridge bents designed using simplified procedures.

Degree: MSCE, Civil and Environmental Engineering, 2007, Louisiana State University

 Bent substructure systems are being used increasingly in bridge construction. Among the various bent systems, pile bents are considered a popular choice due to their… (more)

Subjects/Keywords: wind velocity; pile-to-cap connectivity; skew angle; unsupported pile length; finite element model; sap2000; pile capacity utilization; pile bent

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

APA (6th Edition):

Ferdous, M. R. (2007). Pile capacity utilization for bridge bents designed using simplified procedures. (Masters Thesis). Louisiana State University. Retrieved from etd-07042007-150741 ; https://digitalcommons.lsu.edu/gradschool_theses/2429

Chicago Manual of Style (16th Edition):

Ferdous, Md Rubiat. “Pile capacity utilization for bridge bents designed using simplified procedures.” 2007. Masters Thesis, Louisiana State University. Accessed March 30, 2020. etd-07042007-150741 ; https://digitalcommons.lsu.edu/gradschool_theses/2429.

MLA Handbook (7th Edition):

Ferdous, Md Rubiat. “Pile capacity utilization for bridge bents designed using simplified procedures.” 2007. Web. 30 Mar 2020.

Vancouver:

Ferdous MR. Pile capacity utilization for bridge bents designed using simplified procedures. [Internet] [Masters thesis]. Louisiana State University; 2007. [cited 2020 Mar 30]. Available from: etd-07042007-150741 ; https://digitalcommons.lsu.edu/gradschool_theses/2429.

Council of Science Editors:

Ferdous MR. Pile capacity utilization for bridge bents designed using simplified procedures. [Masters Thesis]. Louisiana State University; 2007. Available from: etd-07042007-150741 ; https://digitalcommons.lsu.edu/gradschool_theses/2429

28. Silva, Alexandre José Ferro. Simulação numérica do comportamento dinâmico de uma laje.

Degree: 2011, Repositório Científico do Instituto Politécnico de Lisboa

Nesta dissertação pretende-se simular o comportamento dinâmico de uma laje de betão armado aplicando o Método de Elementos Finitos através da sua implementação no programa… (more)

Subjects/Keywords: Método de elementos finitos (MEF); FreeFEM++; Dinâmica estrutural; Elasticidade linear; Método de Newmark; Método de Euler; Lajes; SAP2000; Solução analítica de Navier; Finite element method (FEM); Dynamics of structures; Linear elasticity; Newmark method; Euler method; Plates; Navier's analytical solutions

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

APA (6th Edition):

Silva, A. J. F. (2011). Simulação numérica do comportamento dinâmico de uma laje. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1232

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):

Silva, Alexandre José Ferro. “Simulação numérica do comportamento dinâmico de uma laje.” 2011. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed March 30, 2020. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1232.

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

MLA Handbook (7th Edition):

Silva, Alexandre José Ferro. “Simulação numérica do comportamento dinâmico de uma laje.” 2011. Web. 30 Mar 2020.

Vancouver:

Silva AJF. Simulação numérica do comportamento dinâmico de uma laje. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2011. [cited 2020 Mar 30]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1232.

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

Council of Science Editors:

Silva AJF. Simulação numérica do comportamento dinâmico de uma laje. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2011. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1232

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

29. Libânio, Nuno Miguel Gomes. Ponte de Muxima: análise e dimensionamento segundo os eurocódigos e relatório de construção.

Degree: 2012, Repositório Científico do Instituto Politécnico de Lisboa

 Com este trabalho pretendeu-se abordar duas fases distintas e complexas de uma megaestrutura do calibre de uma obra de arte especial, como pode ser considerado… (more)

Subjects/Keywords: Angola; Nova ponte do rio Kwanza; Ponte 17 de Setembro; Província do Bengo; Construção de obras de arte; Ponte de betão armado e pré-esforçado; Eurocódigos; TDV2000 – GT2004 – RM2004 – Programa de cálculo de pontes; CSI Bridge – Programa de cálculo de pontes; SAP2000 Ultimate 15.1.0 – Programa análise estrutural

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

APA (6th Edition):

Libânio, N. M. G. (2012). Ponte de Muxima: análise e dimensionamento segundo os eurocódigos e relatório de construção. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2169

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):

Libânio, Nuno Miguel Gomes. “Ponte de Muxima: análise e dimensionamento segundo os eurocódigos e relatório de construção.” 2012. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed March 30, 2020. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2169.

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

MLA Handbook (7th Edition):

Libânio, Nuno Miguel Gomes. “Ponte de Muxima: análise e dimensionamento segundo os eurocódigos e relatório de construção.” 2012. Web. 30 Mar 2020.

Vancouver:

Libânio NMG. Ponte de Muxima: análise e dimensionamento segundo os eurocódigos e relatório de construção. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2012. [cited 2020 Mar 30]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2169.

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

Council of Science Editors:

Libânio NMG. Ponte de Muxima: análise e dimensionamento segundo os eurocódigos e relatório de construção. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2012. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2169

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

30. Sapkota, Suman. Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis.

Degree: MS, Civil Engineering, 2018, University of Toledo

 The structures which seem to be strong may collapse during an earthquake. This was the case of the Pyne Gould Corporation building in New Zealand,… (more)

Subjects/Keywords: Civil Engineering; Pushover Analysis, Hinges, Reinforced Concrete buildings, Shearwall, SAP2000, ETABS, Nonlinear Static Analysis

…27 3-5 Nonlinear Parameters in SAP2000 . . . . . . . . . . . . . . . . . . . . . . 28 3… …Force Displacement Curve with Performance Level and Color Coding of SAP2000… …of the structure in modern structural analysis software like SAP2000 and ETABS; • Run the… …and the rest were 4.2m, 2.4m, and 5m respectively. Plan are is 40 x 40 m. Use of SAP2000 was… …beams, SAP2000 calculates the maximum rotation. Corresponding concrete and reinforcement… 

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

APA (6th Edition):

Sapkota, S. (2018). Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544707728674621

Chicago Manual of Style (16th Edition):

Sapkota, Suman. “Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis.” 2018. Masters Thesis, University of Toledo. Accessed March 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544707728674621.

MLA Handbook (7th Edition):

Sapkota, Suman. “Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis.” 2018. Web. 30 Mar 2020.

Vancouver:

Sapkota S. Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis. [Internet] [Masters thesis]. University of Toledo; 2018. [cited 2020 Mar 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544707728674621.

Council of Science Editors:

Sapkota S. Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis. [Masters Thesis]. University of Toledo; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544707728674621

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