Water-Brash
发表于 2025-3-23 12:00:35
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sed-rate
发表于 2025-3-23 15:30:24
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delusion
发表于 2025-3-23 19:58:31
Seismic Assessment of RC Frame Buildingstorey reinforced concrete (RC) frame building. The first variant is represented by the bare frames, whereas in the second variant infill panels are included in the upper three storeys, thus creating a soft first storey structure. In one direction, the results clearly show the detrimental effect of i
tackle
发表于 2025-3-23 23:05:36
Torsional Index of an Asymmetric Building Based on Mode Shape asymmetric building. For this purpose, the author has proposed a simplified procedure to predict the largest peak seismic response of an asymmetric building subjected to horizontal bi-directional ground motion acting at an arbitrary angle of incidence. In the proposed simplified procedure, the larg
Optimum
发表于 2025-3-24 04:06:28
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构想
发表于 2025-3-24 07:52:59
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要求比…更好
发表于 2025-3-24 13:44:24
Seismic Assessment of an Existing Irregular RC Building According to Eurocode 8 Methodsrmance of existing RC buildings according to the current European Technical Codes. Alternative types of analyses, all consistent to the Code provisions, have been performed with reference to a case-study, that is a real, RC hospital building. An accurate knowledge of the building has been achieved,
attenuate
发表于 2025-3-24 14:54:27
The Concrete Strength Variability as Source of Irregularity for RC Existing Buildingsgh strength variability, at the occurrence of seismic events the structure may evidence unexpected phenomena, like torsional effects, with larger experienced deformations and, in turn, with reduced seismic performance. This work is focused on the reduction in seismic performance due to the concrete
Calculus
发表于 2025-3-24 21:57:55
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羊栏
发表于 2025-3-25 02:53:35
Parametric Study of Inelastic Seismic Response of Reinforced Concrete Frame Buildingsorced concrete frame buildings. For this purpose, two 2-storey buildings, a two-way symmetric and a one-way symmetric with eccentricity relative to the y axis, are designed applying the Modal Response Spectrum Method of analysis according to Eurocode 8. Then, the calculated reinforcement of selected