Acceder

Bibliografías temáticas / Columns, Concrete Testing Mathematical models / Tesis

Siga este enlace para ver otros tipos de publicaciones sobre el tema: Columns, Concrete Testing Mathematical models.

Tesis sobre el tema "Columns, Concrete Testing Mathematical models"

Autor: Grafiati

Publicado: 4 de junio de 2021

Última modificación: 30 de enero de 2023

Crea una cita precisa en los estilos APA, MLA, Chicago, Harvard y otros

Elija tipo de fuente:

Consulte los 16 mejores tesis para su investigación sobre el tema "Columns, Concrete Testing Mathematical models".

Junto a cada fuente en la lista de referencias hay un botón "Agregar a la bibliografía". Pulsa este botón, y generaremos automáticamente la referencia bibliográfica para la obra elegida en el estilo de cita que necesites: APA, MLA, Harvard, Vancouver, Chicago, etc.

También puede descargar el texto completo de la publicación académica en formato pdf y leer en línea su resumen siempre que esté disponible en los metadatos.

Explore tesis sobre una amplia variedad de disciplinas y organice su bibliografía correctamente.

1

Lanzas, Lourdes Eneida 1962. "A parametric study on the behavior of slender reinforced concrete frames." Thesis, The University of Arizona, 1989. http://hdl.handle.net/10150/276945.

Texto completo

Resumen

By using a nonlinear computer analysis, a parametric study is developed in order to examine the accuracy of the Moment Magnifier Method of the American Concrete Institute Code (ACI 318-83). The variables used in the parametric study are: axial load intensity, P/Po; column reinforcement ratio, rho; slenderness ratio, klu; shape of column cross section, flexural stiffness ratio, and distribution of axial loads. In the parametric study, 216 cases of single bay fixed-base portal frames are examined. The higher moment for each one of these frames at failure are then compared with the design moment

Los estilos APA, Harvard, Vancouver, ISO, etc.

2

Ng, Ah Book. "Physical models in fire study of concrete structures." Thesis, McGill University, 1988. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=64055.

Texto completo

Los estilos APA, Harvard, Vancouver, ISO, etc.

3

Lam, Wai-yin, and 林慧賢. "Plate-reinforced composite coupling beams: experimental and numerical studies." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B37311797.

Texto completo

Los estilos APA, Harvard, Vancouver, ISO, etc.

4

Chan, Ka-ho Enoch, and 陳家灝. "Experimental and numerical studies of concrete beams prestressed with unbonded tendons." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B40988004.

Texto completo

Los estilos APA, Harvard, Vancouver, ISO, etc.

5

Lokuge, W. P. (Weena Priyanganie) 1967. "Stress-strain behaviour of confined high strength concrete under monotonically increasing and cyclic loadings." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/9425.

Texto completo

Los estilos APA, Harvard, Vancouver, ISO, etc.

6

Thölken, Denise. "Efeito da rigidez de pilar parede no comportamento sísmico de edifício de concreto armado." Universidade Tecnológica Federal do Paraná, 2013. http://repositorio.utfpr.edu.br/jspui/handle/1/962.

Texto completo

Resumen

Este trabalho tem como objeto o estudo do efeito da rigidez de pilar parede no comportamento estrutural de edifícios de concreto armado submetidos a sismos. Foram consideradas as premissas da norma brasileira ABNT NBR15421:2006, que apresenta os critérios para projeto de estruturas resistentes a sismo. A análise linear com emprego dos métodos da norma - método das forças horizontais equivalentes, método espectral e histórico de aceleração no tempo - foi aplicada em edifícios com dois tipos de sistemas estruturais, sendo eles pórtico de concreto e sistema dual pórtico de concreto e pilar parede

Los estilos APA, Harvard, Vancouver, ISO, etc.

7

Pessôa, José Renato de Castro. "Análise numérico-experimental de estruturas de concreto com utilização da energia de fraturamento." Universidade do Estado do Rio de Janeiro, 2007. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=780.

Texto completo

Resumen

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>A evolução dos concretos utilizados nas últimas décadas deu origem ao Concreto de Alto Desempenho (CAD), que tem, entre suas características, alta resistência à compressão e baixa permeabilidade. Com o desenvolvimento dos produtos químicos utilizados na construção civil, em especial os superplastificantes e superfluidificantes, a utilização desse tipo de concreto tornou-se cada vez mais freqüente pela possibilidade de se obter uma mistura suficientemente trabalhável utilizando-se fatores água/cimento menores do que 0,35. Devido à s

Los estilos APA, Harvard, Vancouver, ISO, etc.

8

Wu, Y. F. (Yu-Fei). "Seismic retrofitting of rectangular reinforced concrete columns with partial interaction plating." 2002. http://web4.library.adelaide.edu.au/theses/09PH/09phw9591.pdf.

Texto completo

Los estilos APA, Harvard, Vancouver, ISO, etc.

9

Wu, Y. F. (Yu-Fei). "Seismic retrofitting of rectangular reinforced concrete columns with partial interaction plating / by Yu-Fei Wu." Thesis, 2002. http://hdl.handle.net/2440/21836.

Texto completo

Resumen

"June 2002"<br>Includes bibliographical references (leaves 349-374)<br>xxxix, 416 leaves : ill., plates ; 30 cm.<br>Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2002

Los estilos APA, Harvard, Vancouver, ISO, etc.

10

Kitterman, David L. "A generalized three-parameter biaxial strength criterion for concrete." 1985. http://hdl.handle.net/2097/27525.

Texto completo

Los estilos APA, Harvard, Vancouver, ISO, etc.

11

Mursi, Mohanad Civil &amp Environmental Engineering Faculty of Engineering UNSW. "The behaviour and design of thin walled concrete filled steel box columns." 2007. http://handle.unsw.edu.au/1959.4/40494.

Texto completo

Resumen

This thesis investigates the behaviour of hollow and concrete filled steel columns fabricated from thin steel plates. The columns are investigated under axial, uniaxial and biaxial loading. The currently available international standards for composite structures are limited to the design of concrete filled steel columns with compact sections and yield stress of steel up to 460 N/mm2. This thesis consists of both experimental and analytical studies and design recommendations for future use. Three comprehensive series of experimental tests are conducted on hollow and concrete filled steel column

Los estilos APA, Harvard, Vancouver, ISO, etc.

12

"Behavior and modeling of reinforced concrete slab-column connections." Thesis, 2007. http://hdl.handle.net/2152/3046.

Texto completo

Los estilos APA, Harvard, Vancouver, ISO, etc.

13

Tian, Ying 1971. "Behavior and modeling of reinforced concrete slab-column connections." 2007. http://hdl.handle.net/2152/13220.

Texto completo

Los estilos APA, Harvard, Vancouver, ISO, etc.

14

Ahmed, Mizan. "Experimental and Numerical Studies of Concrete-Filled Double Steel Tubular Columns." Thesis, 2020. https://vuir.vu.edu.au/40437/.

Texto completo

Resumen

Concrete-filled double steel tubular (CFDST) columns are high-performance composite columns, which have increasingly been used in high-rise composite buildings and bridges as well as in strengthening conventional concrete-filled steel tubular (CFST) columns. The additional confinement provided by the inner circular tube in CFDST columns considerably improves their strength and ductility compared to CFST columns. However, research studies on the behavior of CFDST columns have been very limited and no design rules are given in current design codes. This thesis presents experimental and numerical

Los estilos APA, Harvard, Vancouver, ISO, etc.

15

Seracino, R. (Rudolf). "Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino." 1999. http://hdl.handle.net/2440/19519.

Texto completo

Resumen

Bibliography: leaves 140-144.<br>xix, 156 leaves : ill. ; 30 cm.<br>Title page, contents and abstract only. The complete thesis in print form is available from the University Library.<br>Determines the effect of partial-interaction and interfacial friction on the fatigue behaviour of composite bridge beams and develops a set of design rules for the assessment of the residual strength and performance of composite bridge beams.<br>Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 1999

Los estilos APA, Harvard, Vancouver, ISO, etc.

16

Seracino, R. (Rudolf). "Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino." Thesis, 1999. http://hdl.handle.net/2440/19519.

Texto completo

Resumen

Bibliography: leaves 140-144.<br>xix, 156 leaves : ill. ; 30 cm.<br>Determines the effect of partial-interaction and interfacial friction on the fatigue behaviour of composite bridge beams and develops a set of design rules for the assessment of the residual strength and performance of composite bridge beams.<br>Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 1999

Los estilos APA, Harvard, Vancouver, ISO, etc.

Ofrecemos descuentos en todos los planes premium para autores cuyas obras están incluidas en selecciones literarias temáticas. ¡Contáctenos para obtener un código promocional único!