Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Juan C. Vielma"'
Publikováno v:
Buildings, Vol 14, Iss 3, p 761 (2024)
This study employs a non-linear static analysis, known as pushover analysis, to explore the flexural-compressive behavior of complex shear walls within a reinforced concrete (R.C.) structure, adhering to contemporary design standards in Chile. The pr
Externí odkaz:
https://doaj.org/article/71e09d20bcd24e7daefe1994a9134238
Publikováno v:
Buildings, Vol 13, Iss 6, p 1492 (2023)
Performance-based design has been increasingly used in practice due to computational improvements, the sophistication and dissemination of nonlinear analysis methods, and the development of commercial programs that facilitate its use. We can evaluate
Externí odkaz:
https://doaj.org/article/6e3c94ccac0e47f3aaf6f1b6b88249f9
Publikováno v:
Materials, Vol 16, Iss 7, p 2815 (2023)
The purpose of this study is to analyze the nonlinear behavior of a steel warehouse structured by moment-resistant frames, which utilizes an overhead crane on its interior brackets and as an external load of the weight of the lining panels. The analy
Externí odkaz:
https://doaj.org/article/e8ca5db743c84b8d94d23d765bdf75eb
Publikováno v:
Applied Sciences, Vol 12, Iss 15, p 7760 (2022)
Estimating the dynamic characteristics of instrumented built structures from seismic vibration data collected from built civil structures is essential input information for structural model updating and assessing the health of structures. This study
Externí odkaz:
https://doaj.org/article/3322ab823c9a4303a4d6b5339a92a55c
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
This paper investigates the effect of earthquake ground motion duration on the seismic response of a low-rise reinforced concrete shear wall building. Two sets of spectrally equivalent ground motion sets were determined to isolate the effect of durat
Externí odkaz:
https://doaj.org/article/a1d3ec1b405a4db888af98bc61e2bb93
Publikováno v:
Metals, Vol 11, Iss 2, p 243 (2021)
The design of end-plate connections for steel structures is more loosely specified in Chilean regulations than in American regulations. Nevertheless, eight-bolt extended stiffened (8ES) end-plate connections have not derived benefit from extensive pa
Externí odkaz:
https://doaj.org/article/5a5ec5c6ec1d47bf96285d411e10c406
Autor:
Juan C. Vielma P., Manuel A. Cando L.
Publikováno v:
Maskana, Vol 5 (2016)
RESUMEN El diseño sismorresistente usual propone valores de factores de reducción de respuesta genéricos, independientes de las características geométricas y configuracionales de las edificaciones que se diseñan. Es bien sabido que los valores
Externí odkaz:
https://doaj.org/article/e9d71965a79f4ea8b6d6cbe48839b725
Publikováno v:
Buildings; Volume 13; Issue 6; Pages: 1492
Performance-based design has been increasingly used in practice due to computational improvements, the sophistication and dissemination of nonlinear analysis methods, and the development of commercial programs that facilitate its use. We can evaluate
Publikováno v:
Obras y proyectos. :68-76
Autor:
M., Nelson A. López, M., Gabriela E. Pérez, P., Christian F. Castro, P., Juan C. Vielma, M., Leonardo J. López, M., José D. Alviar, R., Carlos A. Romero, C., David P. Guerrero, M., Vanessa V. Montesinos
Publikováno v:
Revista Ingeniería e Investigación; Apr2022, Vol. 42 Issue 1, p1-10, 10p