Zobrazeno 1 - 10
of 2 504
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
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
Publikováno v:
Buildings, Vol 14, Iss 11, p 3521 (2024)
In order to establish a suitable restoring force correction model for enveloped steel jacket (ESJ)-confined seismic-damaged rectangular recycled aggregate concrete-filled steel tubular (RRACFST) columns, based on experimental research, a study of the
Externí odkaz:
https://doaj.org/article/165dc0a298ce41b9a549f76ca632bfbf
Autor:
Davide Forcellini
Publikováno v:
Infrastructures, Vol 9, Iss 11, p 202 (2024)
This paper proposes a method to investigate the design properties of geotechnical seismic isolation (GSI). This technique has been the object of many research contributions, both experimental and numerical. However, methods that may be used by practi
Externí odkaz:
https://doaj.org/article/4c302a53f8944581844693bda7ab4006
Publikováno v:
Buildings, Vol 14, Iss 11, p 3413 (2024)
This paper presents a comprehensive study of the dynamic response analysis of vehicle–bridge coupled systems, with detailed simulation methods for the vehicles, bridges, and wheel–road coupling relationships. The simulation of the entire vehicle
Externí odkaz:
https://doaj.org/article/a75224e8f87046169bc2db6407071f08
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