Zobrazeno 1 - 10
of 58
pro vyhledávání: '"Leonardo M. Massone"'
Publikováno v:
Buildings, Vol 14, Iss 4, p 1028 (2024)
Chile, recognized as one of the world’s most earthquake-prone nations, has gained valuable insights from significant earthquakes, such as those in 1985 and 2010, which have influenced updates to the nation’s design codes. Although Chile’s seism
Externí odkaz:
https://doaj.org/article/45f42b4b10af4ffca5f22ca433ec3884
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 16, Iss 1, Pp 1-18 (2022)
Abstract Reinforced concrete structural walls (RCSWs) are one of the most efficient lateral force-resisting systems used in buildings, providing sufficient strength, stiffness, and deformation capacities to withstand the forces generated during earth
Externí odkaz:
https://doaj.org/article/753bd255c684469ab9948dce67eaadfe
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-13 (2021)
Abstract Low cycle fatigue life of high-strength reinforcing steel bars (ASTM A706 Grade 80), using photogrammetry by RGB methodology is evaluated. Fatigue tests are performed on specimens under constant axial displacement with total strain amplitude
Externí odkaz:
https://doaj.org/article/5e2d586d4f7a497c8a8f9bab6cdcc46e
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 13, Iss 1, Pp 1-23 (2019)
Abstract A simple yet effective constitutive model-referred to as the “Fixed Strut Angle Model” (FSAM)-is presented in this paper for simulating the nonlinear axial/shear behavior of reinforced concrete membrane (panel) elements subjected to gene
Externí odkaz:
https://doaj.org/article/a1ad50e6a30e41959b81a56daa677f30
Publikováno v:
Structures. 47:1858-1868
The increase in strength of Steel Fiber Reinforced Concrete (SFRC) depends mainly on factors such as the dosage, aspect ratio and number of hooked ends of the fibers. Previous studies proposed models to estimate the flexural and shear strength of SFR
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4eaf5ed4079cde996f9244fa4ecbc1e5
https://hdl.handle.net/2117/377666
https://hdl.handle.net/2117/377666
Autor:
Rene Lagos, Fabian Rojas, Mario Lafontaine, Tomas Guendelman, Patricio Bonelli, Leonardo M. Massone, Fernando Yanez, Rodolfo Saragoni, Rubén Boroschek
Publikováno v:
Earthquake Spectra. 37:26-45
The satisfactory structural behavior observed during large earthquakes and the high seismicity of the country has conditioned the Chilean society to expect immediate occupancy performance level for their buildings under these extreme events, although
Publikováno v:
2022 27th International Computer Conference, Computer Society of Iran (CSICC).
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-13 (2021)
Low cycle fatigue life of high-strength reinforcing steel bars (ASTM A706 Grade 80), using photogrammetry by RGB methodology is evaluated. Fatigue tests are performed on specimens under constant axial displacement with total strain amplitudes ranging
Publikováno v:
Bulletin of Earthquake Engineering. 17:6391-6417
This paper presents information on development, calibration, and validation of three companion macroscopic modeling approaches for nonlinear analysis of reinforced concrete (RC) structural walls, including: (1) the baseline two-dimensional two-node f