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Based on this study, it was found that the proposed assemblage can be reliably used in modeling the rocking and horizontal responses of shallow foundations under cyclic loading.
This paper presents a new practical modeling approach, based on the beam-on-a-nonlinear Winkler foundation (BNWF) model, to simulate the 3D rocking, vertical and horizontal responses of shallow foundations using structural elements that are readily available in the element library of commercially available structural analysis programs.
At the time when crack embedded simultaneously in both beam and column and horizontal responses of the frame structure has been measured, other additional reflected signals because of existence of crack are also emerged.
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Vertical and horizontal response components are independent on the linear level.
The crack orientation is defined by the rotational angle of the crack, a parameter which affects the horizontal response.
Two generally different types of the post-critical regimes are presented: (i) post-critical state with possible recovery and (ii) exponentially rising horizontal response leading to a collapse.
The horizontal response of the tank under the assumed rigid wall boundary condition is more significant than that when wall flexibility is considered.
The numerical results suggest that under extreme conditions with a return period of 100 years, the bridge horizontal response is dominant and governed by the low-frequency modes.
As a result, it was found that there was little difference in the horizontal response of the building between the horizontal input motions only and the simultaneous horizontal and vertical input motions.
The predicted response is compared to the measurements, and it is concluded that the predicted horizontal response is closer to the measured response values if the co-spectral density of the turbulence components are included.
The horizontal response spectrum, calculated in the centre of the municipality by modelling the most dangerous source, advises against the construction of a building with a fixed base, but it is compatible with the seismic isolation, and it has been, therefore, used for the design of a residential seismically isolated building.
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CEO of Professional Science Editing for Scientists @ prosciediting.com