Titlebook: Seismic Behaviour and Design of Irregular and Complex Civil Structures II; Zbigniew Zembaty,Mario De Stefano Book 2016 Springer Internatio

Water-Brash

sed-rate

delusion

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

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

构想

要求比…更好

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

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

羊栏

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