Journal of Earthquake EngineeringAmirsardari, A., Goldsworthy, H.M., Lumantarna, E., 2016. Seismic Site Response Analysis Leading to Revised Design Response Spectra for Australia, Journal of Earthquake Engineering, DOI: 10.1080/13632469.2016.1210058...
(2010b). Site Response Analysis for the Seismic Risk Assessment of Schools in British Columbia, Canada. Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, Toronto, ON, Canada. Paper 1154, 10pp.
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The analysis of the response of soil deposits and earth structures to earthquake motions is one of the most important subjects of geotechnical earthquake engineering practice. The prediction of ground response requires, apart from the site characterization and input motion, the knowledge of deformation ...
simplified method was used to analyze the seismic response of foundation site with super large diameter circular diaphragm wall.Compare with the results of the site without wall,the peak acceleration of the pit bottom is increased owing to the confinement effect of wall,and the influence to ground...
The traditional seismic response analysis cannot accurately reflect the real features of the dam body during the earthquake although it is simple in calculation.In this paper, a model for the dynamic response analysis of dam-water-foundation coupling system is constructed.Some parts of the earth and...
The paper presents the results of a finite element analysis of the dynamic response of a geosynthetic reinforced soil retaining wall that is constructed with dry-stacked modular concrete blocks as the facia system. In the finite element model, the cyclic shear behavior of the backfill soil is de...
Examining the assumption of homogeneous horizontal layers within seismic site response analysis One-dimensional analyses can be conducted to estimate the impact of superficial soil layers on earthquake ground motions. Such analyses are based on the assumption that all boundaries are horizontal and that th...
Analysis of seismic response of structures with dissipation devices by using fictitious force method A computational method is presented for analysis of nonlinear dynamic response of structures with energy dissipation devices, with the control force from h... L Gang - 《China Civil Engineering Journal...
(1). This is a procedure to determine a clear peak point as a natural frequency of the site by smoothing of the obtained H/V ratio on the seismic motion. Table 3 Calculation procedure of H/V Fourier spectral ratio. Full size table Prior to the site-specific response analysis, the ...