Titlebook: Computational Methods in Earthquake Engineering; Volume 2 Manolis Papadrakakis,Michalis Fragiadakis,Vagelis Book 2013 Springer Science+Bus

maculated

Dynamics of Saltwater–Freshwater Interfaceects of randomly simulated construction defects are analyzed. Preliminary results showed that the simulated construction defects have only limited influence on the global hysteretic behaviour of the system and that the simultaneous loss of contact may occur only for a limited number of devices. On t

鞠躬

Left-Atrium

Truculent

An Efficient Beam-Column Element for Inelastic 3D Frame Analysis,elding and the post-yield hardening behavior of the end sections. Comparisons of the hysteretic response of structural elements and small structural models between the proposed element and the more accurate, but computationally more expensive fiber section description of the cross section demonstrat

本能

展覽

LAST

Damage Analysis of Reinforced Concrete Structures with Substandard Detailing,emented in the general inelastic finite element code IDARC2D and it is verified against experimental results involving individual column and plane frame specimens with non-ductile detailing. It is shown that, in all cases, satisfactory correlation is established between the model predictions and the

帶來的感覺

Seismic Evaluation of Existing Basement Walls, carried out on a typical basement wall designed using the M-O earth pressures with the NBCC1995 PGA for Vancouver. This wall is then subjected to three ground motions spectrally matched to the Uniform Hazard Spectrum prescribed by the NBCC2010 and the seismic performance of the wall under this leve

CRASS

Modeling of Infilled Framed Structures, element results, proposes analytical equation for obtaining the reduction factor, which is the ratio of the effective width of a diagonal strut representing a wall with an opening over that of the solid RC infilled frame. The validity of the proposed equations is demonstrated by comparing our resul

慟哭

Numerical Evaluation of the Seismic Efficiency of Connections of Fractures and Complements of Ancie method. The results show that the design is adequate, as the stresses induced to the reinforcement bars were always less than their ultimate strength and, in many cases, considerably less than their yield resistance as well.