Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Mariano Vázquez Espí"'
Autor:
Mariano Vázquez Espí
Publikováno v:
Informes de la Construccion, Vol 52, Iss 471, Pp 29-43 (2001)
Conforme los indicios del deterioro ecológico se hacen más evidentes, la evaluación del impacto sobre el ambiente de las distintas actividades humanas se vuelve más insoslayable. Aquí se analiza el relativo mérito de distintas formulaciones del
Externí odkaz:
https://doaj.org/article/66dba7e42b3c422fa8ff144fe989e461
Autor:
Mariano Vázquez Espí
Publikováno v:
Informes de la Construccion, Vol 46, Iss 436, Pp 49-69 (1995)
La optimación de una función real es un problema recurrente en teoría de estructuras. Si la función es la energía potencial y la optimación se entiende como la búsqueda de su valor mínimo, se trata del análisis convencional de estructuras. S
Externí odkaz:
https://doaj.org/article/53331407d9a2446692a202902ac338d0
Autor:
Mariano Vázquez Espí
Publikováno v:
Cuadernos de Investigación Urbanística, Vol 0, Iss 41 (2004)
Externí odkaz:
https://doaj.org/article/40bdd327814b4b01a827a125b312bfcd
Autor:
Mariano Vázquez Espí
Publikováno v:
Informes de la Construccion, Vol 39, Iss 391, Pp 47-70 (1987)
El lector encontrará aquí una pequeña historia de misterio e imaginación: un científico, el señor K, apartado de la universidad por razones que desconocemos, se ve obligado a acometer una investigación de índole técnica acerca de la posibili
Externí odkaz:
https://doaj.org/article/8c6f79b148444651ac3dad43d08761c8
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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Contemporary processes of urbanization have outpaced the traditional notion of city. Connectivity has become a distinctive characteristic of urban spaces, so that networked cities don’t rely anymore on continuous urbanized areas, but on connections
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::12c393f8e1ca0933b9f0547325270325
https://doi.org/10.4995/isuf2017.2017.6060
https://doi.org/10.4995/isuf2017.2017.6060
Publikováno v:
Structural and Multidisciplinary Optimization. 52:663-675
Extending a previous work, a near-optimal family of solutions for the two-load problem is shown, here restricted to the half plain domain. This family is compared with the benchmarks obtained by Sokol and Lewinski (2011a), resulting the cost only sli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e313ff1b0b3b52016f181ab83a3e1f91
https://doi.org/10.1007/s00158-015-1258-4
https://doi.org/10.1007/s00158-015-1258-4
Publikováno v:
Structural and Multidisciplinary Optimization. 48:979-986
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19b5ddc197a9e18259b45eb3668f8d64
https://doi.org/10.1007/s00158-013-0940-7
https://doi.org/10.1007/s00158-013-0940-7
Autor:
Mariano Vázquez Espí
Publikováno v:
Structural and Multidisciplinary Optimization. 48:849-852
A recent study by Rozvany and Sokol (Struct Multidisc Optim, 2012) discussed an important topic in structural design: the allowance for support costs in layout optimization. Herein a frequently used kind of support will be examined, that of simple fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f65062bfc63a7d3d450a5411e61eb3e
https://doi.org/10.1007/s00158-012-0850-0
https://doi.org/10.1007/s00158-012-0850-0
Publikováno v:
Structural and Multidisciplinary Optimization. 44:723-727
The details of the Theorem of Michell are examined. Some remarks are made about the quantity of structure and the Maxwell number of a framework and about the Michell optimality criterion. The two-loads bending problem is examined, comparing solutions
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91e7cf874f82fc22d24ae57c948b2bc0
https://doi.org/10.1007/s00158-011-0702-3
https://doi.org/10.1007/s00158-011-0702-3
Publikováno v:
Mathematical Problems in Engineering, Vol 2015 (2015)
Mathematical Problems in Engineering, ISSN 1563-5147, 2015
Archivo Digital UPM
Universidad Politécnica de Madrid
Mathematical Problems in Engineering, ISSN 1563-5147, 2015
Archivo Digital UPM
Universidad Politécnica de Madrid
The height at which an unloaded column will fail under its own weight was calculated for first time by Galileo for cylindrical columns. Galileo questioned himself if there exists a shape function for the cross-section of the column with which the lat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1ac27dc83b324835b861eb962293daa9
https://doaj.org/article/da7d2f1c3b1149238beee325f37041e0
https://doaj.org/article/da7d2f1c3b1149238beee325f37041e0