Zobrazeno 1 - 10
of 1 358
pro vyhledávání: '"nonlinear time-history analysis"'
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
Publikováno v:
Results in Engineering, Vol 24, Iss , Pp 102635- (2024)
In addressing the fabrication challenges associated with precast shear walls arising from an excessive number of connection joints, a major innovation has been carried out for precast shear walls. The need for vertically distributed reinforcement con
Externí odkaz:
https://doaj.org/article/41719bd231d541c08f176a4c4c8c1158
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
Autor:
Rakhsha, Fayez a, Hatami, Shahabeddin a, ⁎, Gorji Azandariani, Mojtaba b, c, Alipour Mansourkhani, Ali a, Davani, Mohammadreza a
Publikováno v:
In Structures December 2024 70
Publikováno v:
In Results in Engineering December 2024 24
Publikováno v:
In Structures December 2024 70
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:
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
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 9, Iss 2, Pp 125-140 (2023)
In this paper, the effect of seismic pounding of adjacent structures on buildings isolated by double (DFPB) and triple friction pendulum bearings (TFPB) is investigated. The seismic gaps between buildings are calculated based on the Instruction for S
Externí odkaz:
https://doaj.org/article/f8835049d12941d18d2b4d483bdc2d98
Publikováno v:
Computational Engineering and Physical Modeling, Vol 6, Iss 4, Pp 59-79 (2023)
Irregular structures have special seismic performance during earthquakes. Major irregularities in structural standards include geometric, torsional, diaphragm, out-of-plane and non-parallel. In the present paper, 5, 8 and 11-story steel structures wi
Externí odkaz:
https://doaj.org/article/e69521caeb50498ebece5ce9261c44cb