Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Abderrahim Djerrad"'
Publikováno v:
Buildings, Vol 14, Iss 1, p 249 (2024)
Prefabricated structures are widely used because of their advantages of energy savings, environmental protection, standardization, and universality. However, due to the complex structure of the joints, it is easy to make the joint installation diffic
Externí odkaz:
https://doaj.org/article/27bc43def3c94323be1dd9c3515c6744
Publikováno v:
Buildings, Vol 14, Iss 1, p 10 (2023)
High-strength reinforcement is an important direction in the development of civil engineering. In order to fill the gap that the current concrete structure code GB50010 has no standard regulations applicable to HRB600-grade high-strength reinforcemen
Externí odkaz:
https://doaj.org/article/310185f477d1463999e5d9a7d785e2c7
Publikováno v:
Computer-Aided Civil and Infrastructure Engineering. 38:849-872
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e58fc2d3034ed53de30cd6f24feb6f2d
https://doi.org/10.1111/mice.12918
https://doi.org/10.1111/mice.12918
Publikováno v:
International Journal of Steel Structures. 20:156-174
The use of FRP composites as external confinement has recently become a very important system to consider when reinforcing concrete and steel structures. Many constitutive models have been proposed to design such structures. However, the emergence of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0fa992c85cc024754c538c63ea11b3f
https://doi.org/10.1007/s13296-019-00276-6
https://doi.org/10.1007/s13296-019-00276-6
Experimental and FEM analysis of AFRP strengthened short and long steel tube under axial compression
Publikováno v:
Thin-Walled Structures. 139:9-23
This paper presents the results of an experimental and numerical study of the behavior of circular hollow section (CHS) steel tubes strengthened by Aramid fiber-reinforced polymer (AFRP). The aramid fiber used for this experiment is available under t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1329707f9bc7842a2de31af5404f819
https://doi.org/10.1016/j.tws.2019.02.032
https://doi.org/10.1016/j.tws.2019.02.032
Publikováno v:
Soil Dynamics and Earthquake Engineering. 152:107056
Self-centering (SC) precast concrete wall structures have been developed as an earthquake resilient structural system characterized by low structural damage and controllable residual drift. Despite the superior structural performance, harmonizing to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50943605080ae67a614f76cd495a9888
https://doi.org/10.1016/j.soildyn.2021.107056
https://doi.org/10.1016/j.soildyn.2021.107056
Publikováno v:
Soil Dynamics and Earthquake Engineering. 150:106941
This study primarily investigates the seismic fragility of mainshock damaged self-centering (SC) hybrid precast walls in aftershocks, and the results are compared with equivalent conventional reinforced concrete (RC) walls. A 5-story case-study struc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::831b42e73541d317b816ea708998a42f
https://doi.org/10.1016/j.soildyn.2021.106941
https://doi.org/10.1016/j.soildyn.2021.106941