Zobrazeno 1 - 10
of 5 358
pro vyhledávání: '"Incremental dynamic analysis"'
Autor:
Mahdi Dadmanesh, Massood Mofid
Publikováno v:
Results in Engineering, Vol 24, Iss , Pp 102971- (2024)
The calculation and determination of damage indices and corresponding damage and repair states (DSs and RSs) are effective estimation tools for seismic vulnerability evaluation of steel plate shear walls (SPSWSs) due to experiencing different failure
Externí odkaz:
https://doaj.org/article/0680de9a9077481ab5cf7c00288838b8
Publikováno v:
Heliyon, Vol 10, Iss 21, Pp e39729- (2024)
The seismic design of precast structures hinges on unique characteristics intrinsic to precast technology. Emphasis is placed on lightweight structural elements for efficient on-site assembly and cost reduction. This leads to increased slenderness in
Externí odkaz:
https://doaj.org/article/1edc40251e094abdbd3a1f3e24291813
Publikováno v:
مهندسی عمران شریف, Vol 40, Iss 1, Pp 77-89 (2024)
Hybrid concrete-steel buildings in height are usually referred to as buildings that have two lower and upper parts of concrete and steel materials, respectively. Due to the change in mass, stiffness, and damping in the vertical direction, these build
Externí odkaz:
https://doaj.org/article/55d3e1099c8f43c49921de5e49dc9311
Autor:
Kristiawan Stefanus Adi, Safarizki Hendramawat Aski, Purwanto Edy, Sangadji Senot, Trisnawan Ahda Dinansya, Nugroho Tonny Setyo
Publikováno v:
Civil and Environmental Engineering, Vol 20, Iss 1, Pp 426-439 (2024)
The Pacitan Regency of Indonesia is located in an area of high seismic activities. Regrettably, field surveys held in Pacitan Regency, Indonesia have revealed the prevalence of low-income housing structures that do not meet the engineering standards
Externí odkaz:
https://doaj.org/article/5e0a8b87b78c4a95acb8540b044d4672
Autor:
Ali Sadeghpour, Giray Ozay
Publikováno v:
Ain Shams Engineering Journal, Vol 16, Iss 1, Pp 103208- (2025)
Seismic assessments and statistical modeling of desired building responses have gained prominence in research. The FEMA P695 methodology facilitates evaluating structural safety based on collapse probabilities. An investigation into the performance o
Externí odkaz:
https://doaj.org/article/d4a909de7a814c55aaafb32ac9086901
Akademický článek
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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 102783- (2024)
This study presents an application of performance-based assessment to establish fragility functions and evaluate the seismic reliability of an ancient stone pagoda in Korea. The pagoda was constructed of stone elements which were stacked over each ot
Externí odkaz:
https://doaj.org/article/0100fe46789446e89673048e302a2fcf
Publikováno v:
Ain Shams Engineering Journal, Vol 15, Iss 9, Pp 102888- (2024)
To improve the reliability of the incremental dynamic analysis, the Monte Carlo simulation technique is introduced to fully consider the uncertainties in the characteristics of earthquakes. To match the computational efficiency of Monte Carlo simulat
Externí odkaz:
https://doaj.org/article/b5456a2b292c4c24b07d6b0026872bae
Publikováno v:
Heliyon, Vol 10, Iss 16, Pp e35714- (2024)
This study evaluates the structural stability of large underground spaces in seismic conditions, represented by the Oya underground stone mining plant. By directly monitoring the seismic response of the underground mining site, significant earthquake
Externí odkaz:
https://doaj.org/article/1fd9fc011cf84e16a265a54d8a996646