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作 者:Walter Salazar Lyndon Brown Garth Mannette
机构地区:[1]Seismic Research Centre, The University of the West Indies (UWI), St. Augustine, Trinidad and Tobago [2]Earthquake Unit, The University of the West Indies (UWI), Mona, Kingston, Jamaica
出 处:《Journal of Civil Engineering and Architecture》2013年第10期1301-1322,共22页土木工程与建筑(英文版)
摘 要:The authors performed single mobile microtremor measurements at 218 sites at KMA (Kingston Metropolitan Area) with the objective of estimating the amplification effects due to the earthquake ground motion on the surface geology. The Fourier transform was applied to the most stationary parts of the triaxial wave motion recordings for each individual site and applied the traditional Nakamura technique, namely, the horizontal to vertical spectral ratio (H/V) to retrieve the predominant shear wave period of vibration of the soil profiles above the bedrock. The results yield predominant long periods of about 3.0-4.0 s in the port area and the waterfront, 1.0-2.0 s in the central part of Kingston, 0.3-1.0 s in Portmore and very stiff soil conditions in the surrounding area of the city. The results coincide fairly well with previous geological studies in the region, geotechnical data in boreholes, gravimetric measurements and strong motion recordings, suggesting a high degree of amplification of ground motion in the whole period range of engineering interest. Additionally, the authors obtained the liquefaction vulnerability factor Kg proposed by Nakamura based on the H/V ratio of microtremors. The results suggest that the port area, the waterfront and the Port Royal are highly susceptible to liquefaction. Finally, the authors obtained fundamental periods of vibration based on microtremor measurements on the roof and the basement of four important buildings in the KMA and indicated future lines of research employing ambient noise measurements on structures.
关 键 词:MICROTREMORS Rayleigh and S-waves amplification factor fundamental period of vibration
分 类 号:P315.4[天文地球—地震学] TP333[天文地球—固体地球物理学]
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