Zobrazeno 1 - 10
of 2 370
pro vyhledávání: '"opensees"'
Publikováno v:
SoftwareX, Vol 27, Iss , Pp 101832- (2024)
OpenSees, a framework for nonlinear structural analysis, has significantly advanced seismic research and practice. The introduction of OpenSeesPy in 2018, which integrated Python as an interpreter alongside TCL, greatly enhanced the framework's utili
Externí odkaz:
https://doaj.org/article/1b5b6508ce594748a3ef2683424ea229
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
Publikováno v:
Jianzhu Gangjiegou Jinzhan, Pp 1-8 (2024)
为实现双钢板混凝土组合剪力墙结构在地震荷载下的精细化数值模拟，提出了可以考虑钢板局部屈曲和失效的单轴材料模型CFSTsteel，该模型可以隐式计算钢板在循环荷载作用下，由于板件局
Externí odkaz:
https://doaj.org/article/36476564c2a249ecab7a0184c501d8fd
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:
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
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