Zobrazeno 1 - 10
of 4 785
pro vyhledávání: '"Time History Analysis"'
Autor:
Waqas Iqbal, Monique Head
Publikováno v:
Advances in Bridge Engineering, Vol 5, Iss 1, Pp 1-25 (2024)
Abstract The increasing frequency of extreme weather events, such as hurricanes and rising sea levels due to climate change, presents significant challenges to coastal infrastructure. With 42% of bridges in the United States exceeding 50 years of age
Externí odkaz:
https://doaj.org/article/c2943e584355477e84e8314f0487e3c5
Autor:
Alvin Kurniawan Santoso, Djoko Sulistyo, Ali Awaludin, Angga Fajar Setiawan, Iman Satyarno, Sidiq Purnomo, Ignatius Harry
Publikováno v:
International Journal of Technology, Vol 15, Iss 5, Pp 1321-1330 (2024)
Several bridges in Indonesia are designed using elastomeric bearing (ERB) with a low capability of reducing seismic responses. This results in a significant demand for larger pier cross-sectional dimensions and a greater number of reinforcements,
Externí odkaz:
https://doaj.org/article/5f6fa7e3b5a94875897c928911e2c99e
Autor:
M. Gholhaki, M. Tajik
Publikováno v:
مهندسی عمران شریف, Vol 40, Iss 1, Pp 113-123 (2024)
Despite the knowledge of steel shear walls for many years, not much attention was paid to it. Steel shear walls without stiffeners and with stiffeners have been used in America in recent years. This system is 50% cheaper compared to the bending frame
Externí odkaz:
https://doaj.org/article/e86ed9a4ebb247c2a640c933b713497e
Autor:
Ananda Elnish Fiqhunissa, Iman Satyarno, Angga Fajar Setiawan, Mariyana Aida Ab Kadir, Muhamad Fauzi Darmawan
Publikováno v:
Journal of the Civil Engineering Forum, Vol 10, Iss 3 (2024)
This study discusses the seismic performance evaluation of an irregular auditorium building. The building is an educational facility which has roof span up to 46 meters, column height up to 10 meters, beam span up to 15 meters, cantilever up to 6.50
Externí odkaz:
https://doaj.org/article/e3a87f4af2c34b578226922318ffcd4b
Publikováno v:
Journal of Engineering and Applied Science, Vol 71, Iss 1, Pp 1-19 (2024)
Abstract Near-field (NF) earthquakes have distinct ground motions, forward directivity pulses, and fling-step motions, causing structural responses to differ from far-field (FF) earthquakes. Seismic isolation is regarded as a developed and successful
Externí odkaz:
https://doaj.org/article/2e4076f243c4401997440eff5c8d10fb
Autor:
Taonian Shan, Eric M. Lui
Publikováno v:
CivilEng, Vol 5, Iss 2, Pp 343-377 (2024)
This paper describes the development of a dual hazard spectrum for use in the dynamic analysis of steel frames subject to the combined effects of earthquakes and wind. The proposed spectrum is obtained by combining the power spectra of earthquakes an
Externí odkaz:
https://doaj.org/article/aa55b908b5d44dab825deb94dd0739d2
Publikováno v:
Resilient Cities and Structures, Vol 3, Iss 1, Pp 84-102 (2024)
This study examines the feasibility of using a machine learning approach for rapid damage assessment of reinforced concrete (RC) buildings after the earthquake. Since the real-world damaged datasets are lacking, have limited access, or are imbalanced
Externí odkaz:
https://doaj.org/article/3e51c0b988e748559fb0741684148a9c
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-17 (2024)
Abstract Elevated water tanks are considered crucial infrastructure due to their significant role in supporting essential services. A strong ground motion may result in a failure or significant damage to a reinforced concrete shaft of an elevated wat
Externí odkaz:
https://doaj.org/article/f2235cd2c5d440fe890b836c2d07c5fe
Autor:
Palani Jagan, Joseph Antony Visuvasam
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 15, Iss 1 (2024)
Nonlinear dynamic properties of soil crucially influence structural responses during seismic events, highlighting the interdependence between soil and structural behavior. Incorporating soil–structure interaction (SSI) significantly increases struc
Externí odkaz:
https://doaj.org/article/17b3ad599bf245d58607d99d4bacf102
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02732- (2024)
Engineering Cementitious Composites (ECC) have received wide attention in recent years due to their enhanced mechanical properties and ductility. These properties offer an opportunity to design structures with significantly improved seismic performan
Externí odkaz:
https://doaj.org/article/f49377a07f23473e9f407599bd933ffd