Zobrazeno 1 - 10
of 115
pro vyhledávání: '"A. Pinho Ramos"'
Publikováno v:
Buildings, Vol 13, Iss 5, p 1149 (2023)
Beams with width greater than their depth and depth equal to the depth of the slab (concealed wide beams) are widespread in Reinforced Concrete (RC) buildings in Albania. A large number of RC buildings with wide beams were hit by a strong Mw6.4 earth
Externí odkaz:
https://doaj.org/article/71e97d206abb4351b32cc3508a4da600
Publikováno v:
In Engineering Structures 15 May 2020 211
Publikováno v:
In Engineering Structures 15 March 2020 207
Publikováno v:
In Engineering Structures 1 March 2020 206
Publikováno v:
Structural Concrete. 23:1385-1398
TDC/ECI‐EST/30511/2017 EXPL/ECM‐EST/1371/2013 EXPL/ECM‐EST/1371/2013 PTDC/ECI‐EST/30511/2017 Replicating boundary conditions of slab–column connections under seismic loading in a realistic manner is difficult, and different test setups have
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8399903d1a31773c7918a6451ec582f9
https://doi.org/10.1002/suco.202100690
https://doi.org/10.1002/suco.202100690
Publikováno v:
Materiales de Construccion, Vol 67, Iss 328, Pp e141-e141 (2017)
La corrosión de la armadura de acero de refuerzo puede causar una disminución de la resistencia de las estructuras de hormigón armado. Este estudio se centra en la aceleración artificial de tal corrosión examinando la degradación (i) de la resi
Externí odkaz:
https://doaj.org/article/b61fe21468984128bbc1c52efc7ceba3
Publikováno v:
In Engineering Structures 1 August 2014 72:56-69
Publikováno v:
Structures. 32:849-860
Advances in concrete technology during the last decades have resulted in the development of materials with enhanced mechanical properties, such as High Strength Concrete (HSC), Fibre Reinforced Concrete (FRC) and Ultra-High Performance Fibre Reinforc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2130a57ff5fe10f823b7128b6bd361b8
https://doi.org/10.1016/j.istruc.2021.03.036
https://doi.org/10.1016/j.istruc.2021.03.036
Publikováno v:
In Engineering Structures March 2013 48:442-457