Zobrazeno 1 - 10
of 2 506
pro vyhledávání: '"nonlinear dynamic analysis"'
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 20, Iss 3 (2024)
This paper presents the results of a nonlinear dynamic analysis of wind actions on a cable-stayed glass façade. The wind impact was determined by a transient eddy-resolving numerical simulation using a hybrid RANS-LES model SBES. The revealed dynami
Externí odkaz:
https://doaj.org/article/f580f5defef94eaf80f8701a11dec2ff
Autor:
Zaurbek K. Abaev, Faiz Sulthan
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 20, Iss 1, Pp 57-72 (2024)
The methodology for seismic performance evaluation of a residential building in Indonesia with the use of seismic isolation is considered. An 8-storey reinforced concrete frame residential building with shear wall structural system was selected as a
Externí odkaz:
https://doaj.org/article/0ea46006543846469a3e1cb272fb11aa
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03477- (2024)
This study investigates the design and impact performance of novel steel protection system intended to safeguard historical masonry aqueducts from damage caused by hazardous rocks. The historical aqueduct under consideration is located on the Sumela
Externí odkaz:
https://doaj.org/article/9fb217d8d39a4c1a8aa845f769eca827
Publikováno v:
Results in Engineering, Vol 22, Iss , Pp 102250- (2024)
Conventional structural design methodologies often utilize elastic analysis techniques, such as the equivalent static force method and the response spectrum method. While these methods are known for their simplicity and computational efficiency, they
Externí odkaz:
https://doaj.org/article/fac4d2ba0dc74201a22b524510f962c6
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:
مهندسی عمران شریف, Vol 39.2, Iss 3, Pp 97-110 (2023)
Mass nonlinear dynamic analysis is unavoidable in many fields of earthquake and structural engineering, such as incremental dynamic analysis, probabilistic performance-based design, and optimization approaches. Using simplified models with fewer degr
Externí odkaz:
https://doaj.org/article/6d7a436dca7d4447acf99b6269f7fb1e
Autor:
Yoonsu Hong, Eunjong Yu
Publikováno v:
Applied Sciences, Vol 14, Iss 21, p 9683 (2024)
In eccentrically braced frames (EBFs), inelastic behavior is only permitted in the links. All members, except for the links, are designed according to the capacity design concept by using the link overstrength factor, Ω, so that they remain elastic
Externí odkaz:
https://doaj.org/article/3c5abbc50aa54009b692cca612f1ec05
Publikováno v:
Buildings, Vol 14, Iss 10, p 3321 (2024)
Rapid damage assessment after an earthquake is crucial for allocating and prioritizing emergency actions. Building damage due to an earthquake depends on the seismic hazard and the building’s strength. While it is now possible to promptly access ac
Externí odkaz:
https://doaj.org/article/6eccb687d43b48d5aab8791b46ba7a20
Publikováno v:
Frontiers in Neurology, Vol 15 (2024)
Externí odkaz:
https://doaj.org/article/d00960f8746e494cad5afb3996fb7c31
Autor:
Mohammadhossein Mamaghani, Eric M. Lui
Publikováno v:
CivilEng, Vol 4, Iss 3, Pp 753-781 (2023)
This paper presents the use of continuous wavelet transform (CWT) to capture the frequency contents, spectra of dominant frequencies and associated time durations of real earthquakes for generating artificial excitations to perform endurance time ana
Externí odkaz:
https://doaj.org/article/2c22fed5e9844af795631d1c39913ea7