Zobrazeno 1 - 10
of 2 454
pro vyhledávání: '"OpenSees"'
Publikováno v:
Results in Engineering, Vol 23, Iss , Pp 102549- (2024)
Based on experimental data of composite beam-reinforced concrete column frames, a corresponding finite element (FE) numerical model was established using the OpenSees. By comparing experimental and simulation results, the feasibility of this model wa
Externí odkaz:
https://doaj.org/article/4a9a68782a784069af08c89ada3f2ff6
Publikováno v:
Case Studies in Thermal Engineering, Vol 60, Iss , Pp 104618- (2024)
Conducting a structural fire analysis for automated steel parking structures present a complex challenge due to the vulnerability of steel structures to high-temperature exposure, the unpredictability of fire source locations, and the enhanced therma
Externí odkaz:
https://doaj.org/article/579ae8cdaa874c09bbd6c375ddda15c3
Autor:
Nolaraj Poudel, Hemchandra Chaulagain
Publikováno v:
Results in Engineering, Vol 22, Iss , Pp 102161- (2024)
Kathmandu, located in a high seismic zone, predominantly features irregular structures among its building stock. These structures are particularly susceptible to severe damage during seismic events, primarily due to torsional effects. Traditional sei
Externí odkaz:
https://doaj.org/article/7ce44f15f48c4324a82e8fe07b5d28bf
Autor:
Sefa Uzun, Yusuf Ayvaz
Publikováno v:
Applied Sciences, Vol 14, Iss 18, p 8519 (2024)
It is widely acknowledged that the effects of soil-structure interaction (SSI) can have substantial implications during periods of intense seismic activity; therefore, accurate quantification of these effects is of paramount importance in the design
Externí odkaz:
https://doaj.org/article/bc833c8c7c734a4699d82ab2f4f6da02
Publikováno v:
Buildings, Vol 14, Iss 8, p 2310 (2024)
Based on the hysteretic tests of steel-reinforced reactive powder concrete (RPC) columns and reinforced RPC columns, the finite element numerical models of these two kinds of RPC columns were established by OpenSees (2016). The feasibility of the mod
Externí odkaz:
https://doaj.org/article/e99a794a3c6d4d6f9db5a320c14ce5ee
Publikováno v:
Buildings, Vol 14, Iss 6, p 1502 (2024)
While many researchers have broadly studied soil–structure interaction (SSI) problems to comprehend SSI effects on the overall system’s behavior, some critical numerical modeling issues have not been sufficiently investigated to achieve the most
Externí odkaz:
https://doaj.org/article/8aca889a531a4491b730c72e7fb54eb0
Autor:
Yu Wang, Rolando P. Orense
Publikováno v:
Geotechnics, Vol 3, Iss 2, Pp 320-346 (2023)
Inclined piles have been widely applied as one of the countermeasures against large lateral spreading induced by soil liquefaction during earthquakes. However, the unsatisfactory performance of inclined piles in past events has impeded their applicat
Externí odkaz:
https://doaj.org/article/feeda573b8114aca9996a5f4f0e7bb27
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 11, Iss 2, Pp 64-93 (2023)
In this study, the effect of importance factor (IF) on RC frames with and without infill walls, in both with and without opening conditions, is evaluated against progressive collapse. For this purpose, RC building with the intermediate moment frame s
Externí odkaz:
https://doaj.org/article/5cd04b0faa984d52b9cb3ba150a8b4ef
Publikováno v:
Case Studies in Construction Materials, Vol 19, Iss , Pp e02304- (2023)
To enhance the repairability of lateral force resisting systems after earthquakes, a novel precast rocking wall with multiple steel energy dissipaters (PRW-MED) was devised, and a hierarchical energy dissipation (HED) mechanism was proposed based on
Externí odkaz:
https://doaj.org/article/9ae7bf7e8a5e4553a4d3f5abab60f9d7