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Relevant bibliographies by topics / Seismic Shaking

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Journal articles

Academic literature on the topic 'Seismic Shaking'

Author: Grafiati

Published: 6 September 2023

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Journal articles on the topic "Seismic Shaking"

1

Monastersky, Richard. "Shaking up Seismic Theory." Science News 141, no. 9 (1992): 136. http://dx.doi.org/10.2307/3976199.

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2

Nouchi, E., N. G. Wariyatno, A. L. Han, and B. S. Gan. "Comfort-based Criteria for Evaluating Seismic Strengthening Performance of Building." IOP Conference Series: Earth and Environmental Science 1195, no. 1 (2023): 012002. http://dx.doi.org/10.1088/1755-1315/1195/1/012002.

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Abstract In modern seismic design and technologies, the building’s seismic-resistant based on non-collapse plastic deformation. According to the periodical reports of the Japan Meteorological Agency, the number of people injured due to strong earthquakes is much higher than the number of deaths. Also, the number of buildings collapsed is less than the partly damaged buildings. The report also concludes that human injuries or deaths are not a result of the collapsed building. Human injuries or deaths are due to shakings when strong earthquakes strike the building. The cause of human casualties

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3

Xianfeng, Ma, Wang Guobo, Wu Jun, and Ji Qianqian. "Experimental Study on the Seismic Response of Subway Station in Soft Ground." Journal of Earthquake and Tsunami 11, no. 05 (2017): 1750020. http://dx.doi.org/10.1142/s1793431117500208.

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Shaking table tests were conducted on typical models of subway structures subjected to several seismic shaking time histories to study seismic response of subway structures in soft ground as well as to provide data for validation of seismic design methods for underground structure. Three types of tests were presented herein, namely green field test, subway station test, and test for joint structure between subway station and tunnel. The similitude and modeling aspects of the 1g shaking table test are discussed. The seismic response of Shanghai clay in different depths was examined under differ

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4

Huang, Fu Yun, Zi Ming Fang, and Jian Zhong Li. "Performance of Earthquake Simulation Three Bi-Axial Shaking Tables." Applied Mechanics and Materials 518 (February 2014): 178–83. http://dx.doi.org/10.4028/www.scientific.net/amm.518.178.

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The shaking tables array is the prospective development direction in engineering structural anti-seismic researching field, and which can provide a powerful seismic testing platform. In this paper, the performance of three bi-axial shaking tables array at Fuzhou University was introduced. The trails of bare tables, fully inertial payload shaking tables as well as partly payload shaking tables with elastic structures were conducted. The testing reveals that the shaking tables array system of Fuzhou University has a perfect performance of compliance, coherence and synchronization, which are acce

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5

Dai, Jian-Bo, Gui-Di Zhang, Cheng-Tao Hu, and Kai-Kai Cheng. "Study on Synthesis Method of Multipoint Seismic Waves for Buried Oil and Gas Pipeline in Shaking Table Tests." Shock and Vibration 2021 (July 31, 2021): 1–8. http://dx.doi.org/10.1155/2021/4624871.

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The buried oil and gas pipeline is a linear structure with infinite length. In the shaking table test of its seismic response, it is necessary to input the spatially related multipoint seismic wave considering the propagation characteristics of ground motion. The multipoint seismic excitation shaking table tests and loading scheme of buried oil and gas pipelines are designed and formulated. The synthesis method of spatial correlation multipoint seismic wave for the buried oil and gas pipeline test is proposed in this study. The values of relevant parameters are analyzed, and corresponding prog

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6

Mesri, Gholamreza, Marawan Shahien, and Thierno Kane. "Seismically induced settlement of ground experiencing undrained shaking and laterally constrained compression." Canadian Geotechnical Journal 56, no. 2 (2019): 155–72. http://dx.doi.org/10.1139/cgj-2017-0419.

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A method is proposed for estimating seismically induced settlement of saturated sands experiencing undrained shaking and laterally constrained compression. An empirical relationship is developed between the seismic coefficient of vertical compression, mvs, and standard penetration test blow count, N60, as a function of factor of safety against liquefaction, Fℓ, based on data interpreted from 18 sets of laboratory cyclic direct simple shear tests and 23 cases of field observations of seismic liquefaction. The proposed method is compared with seismic settlement observed at 78 sites subjected to

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7

Berril, J. B., R. O. Davis, and I. F. McCahon. "Christchurch seismic hazard pilot study." Bulletin of the New Zealand Society for Earthquake Engineering 26, no. 1 (1993): 14–27. http://dx.doi.org/10.5459/bnzsee.26.1.14-27.

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A pilot zoning study has been carried out for ground shaking hazard in the city of Christchurch, using the grade-3 procedures of the draft manual on seismic zonation for geotechnical hazards, being developed by Technical Committee TC-4 of the ISSMFE. Because of limited site data, we were not able to produce a complete zoning map for the city, but ground motions were estimated at six distinct sites for which borehole data was available, and this provided a good test for the procedures of the manual. The city of Christchurch is situated on nearly 1 km of volcanic rock and alluvial sediment

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8

Xiong, Wei, Ming Ren Yan, and Yao Zhuang Li. "Geotechnical Seismic Isolation System - Further Experimental Study." Applied Mechanics and Materials 580-583 (July 2014): 1490–93. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.1490.

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The isolation effectiveness of the Geotechnical Seismic Isolation (GSI) system was further investigated via a series of prescribed shaking-table tests. The dynamic response of GSI system was also evaluated in detail of this work. A parametric study for assessment of the isolation performance of GSI was conducted by varying experimental key parameters, such as rubber percentage of rubber-sand mixtures (RSM), configuration of the foundation, storey number of the superstructure, and different kinds of seismic acceleration inputs. From the parametric survey, it can be concluded that the GSI system

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9

Akers, Stuart W., and Cary A. Mitchell. "Seismic Stress Effects on Reproductive Structures of Tomato, Potato, and Marigold." HortScience 20, no. 4 (1985): 684–86. http://dx.doi.org/10.21273/hortsci.20.4.684.

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Abstract Periodic seismic (shaking) stress influenced the growth of sexual and asexual reproductive structures of three cultivated species. It delayed anthesis of Lycopersicon esculentum Mill. ‘Patio’ but not of Tagetes erecta L. ‘Jubilee’ or Solanum tuberosum L. ‘Kennebec’. Shaken ‘Jubliee’ marigold plants produced the same number of flowers as undisturbed plants, but flowers of shaken plants were smaller. In contrast, seismicstressed ‘Patio’ tomato produced fewer buds and flowers, but fruit set was enhanced relative to that of controls. Seismic stress also reduced tuber weight of ‘Kennebec’

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10

Towhata, Ikuo, Md Jahangir Alam, Tsuyoshi Honda, and Satoshi Tamate. "Model tests on behaviour of gravity-type quay walls subjected to strong shaking." Bulletin of the New Zealand Society for Earthquake Engineering 42, no. 1 (2009): 47–56. http://dx.doi.org/10.5459/bnzsee.42.1.47-56.

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Seismic stability of gravity-type quay walls and prevention of their large distortion are of major concern from a disaster prevention view point as well as in the sense of successful restoration after strong seismic events. There are, however, many existing walls which are of limited seismic resistance and would not be safe under increasing magnitude of design earthquakes. The present study conducted shaking model tests in both 1-g and 50-g centrifugal fields in order to demonstrate the efficiency of available mitigation technologies. Test results suggest that soil improvement in the loose fou

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