Academic literature on the topic 'Seismic Input'

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Journal articles on the topic "Seismic Input"

1

Denney, Dennis. "Broadband Seismic: Ultimate Input for Quantitative Seismic Interpretation." Journal of Petroleum Technology 65, no. 03 (2013): 154–56. http://dx.doi.org/10.2118/0313-0154-jpt.

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2

Uzdin, A. M., G. V. Sorokina, and Kh Kh Kurbanov. "A simple seismic input model for estimating the seismic resistance of structures." Journal of Physics: Conference Series 2131, no. 3 (2021): 032010. http://dx.doi.org/10.1088/1742-6596/2131/3/032010.

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Abstract The paper formulates the principles for shaping the design input, in particularly that the design input is not required to be similarto the real input. It is suggested that the seismic input should be set as a sinusoidal segment. This requires that the sinusoid be hazardous to the structure and causes it to reach the same limit state as a real earthquake. The amplitude of the sine wave is set equal to the average value of the peak boosts. The frequency of the exposure is set as dangerous for the structure to be designed and the duration is set according to the frequency of the exposur
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3

Liu, Yue Wei, and Yang Zhou. "Seismic Rotations and Rotational Seismic Input for Building Design." Applied Mechanics and Materials 405-408 (September 2013): 1953–56. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1953.

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The rotational seismic inputs for building design were discussed. The free ground rotations and the relation between free ground rotations and basement rotations were derived. The results show that the relation depends on the basement size, site and seismic frequency. For most building, the differences between the free ground rotations and the basement rotations are small. The suggestion is that for tall buildings the free ground rotations can be taken as the seismic input, but for low-rise building with large basement, the response spectra in short period region should be reduced.
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4

Xu, Yang, Jun Zhao, Xiao Yan Xu, and Dan Zhu. "Response Spectrum Analysis of a Large-Span Hangar Subjected to Multi-Dimensional Seismic Inputs." Advanced Materials Research 639-640 (January 2013): 906–10. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.906.

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The multi-dimensional seismic response of a single-span hangar was studied by response spectrum analysis method. The lateral displacements of the structure, forces of its supporting columns and its roof structure were calculated and compared with each other for cases of one-, two- and three-dimensional (1D, 2D and 3D) seismic inputs. The results show that, compared with the case of 1D earthquake input, the effects of horizontally 2D earthquake inputs on the internal forces and displacements of its supporting columns in the primary direction of input are obvious when it is along the symmetrical
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5

Uzdin, Alexander, and Sergei Prokopovich. "Some principles of generating seismic input for calculating structures." E3S Web of Conferences 157 (2020): 06021. http://dx.doi.org/10.1051/e3sconf/202015706021.

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In this paper different models of seismic input are analyzed. The most essential characteristics of seismic effects are peak ground acceleration, peak ground velocity, peak ground displacement, Arias intensity, cumulative absolute velocity, seismic energy density, harmonic coefficient κ, pseudo spectral kinematic characteristics, root-mean-square peak kinematic characteristics, plastic forces work and damage spectrum. The influence of seismic impulse on characteristics of seismic input is studied. A.A. Dolgaya’s and L.N. Dmitrovskaya’s models with seismic impulse are compared. L.N. Dmitrovskay
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6

Sari, Anggun Mayang, and Afnindar Fakhrurrozi. "SEISMIC HAZARD MICROZONATION BASED ON PROBABILITY SEISMIC HAZARD ANALYSIS IN BANDUNG BASIN." RISET Geologi dan Pertambangan 30, no. 2 (2020): 215. http://dx.doi.org/10.14203/risetgeotam2020.v30.1138.

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The geological and seismic-tectonic setting in the Bandung Basin area proliferates the seismicity risk. Thus, it is necessary to investigate the seismic hazards caused by the foremost seismic source that affects the ground motions in the bedrock. This research employed Probability Seismic Hazard Analysis (PSHA) method to determine the peak ground acceleration value. It considers the source of the earthquakes in the radius of 500 km with a return period of 2500 years. The analysis results showed that the Peak Ground Acceleration (PGA) in this region varies from 0.46 g to 0.70 g. It correlates w
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7

Panza, G. F., F. Vaccari, G. Costa, P. Suhadolc, and D. Fäh. "Seismic Input Modelling for Zoning and Microzoning." Earthquake Spectra 12, no. 3 (1996): 529–66. http://dx.doi.org/10.1193/1.1585896.

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The strong influence of lateral heterogeneities and of source properties on the spatial distribution of ground motion indicates that the traditional methods require an alternative when earthquake records are not available. The computation of broadband synthetic seismograms makes it possible, as required by a realistic modelling, to take source and propagation effects into account, fully utilizing the large amount of geological, geophysical and geotechnical data, already available. For recent earthquakes, where strong motion observations are available, it is possible to validate the modelling b
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8

Shargh, Ghasem Boshrouei, and Reza Barati. "Estimation of inelastic seismic input energy." Soil Dynamics and Earthquake Engineering 142 (March 2021): 106505. http://dx.doi.org/10.1016/j.soildyn.2020.106505.

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9

Eguchi, Ronald T. "Seismic hazard input for lifeline systems." Structural Safety 10, no. 1-3 (1991): 193–98. http://dx.doi.org/10.1016/0167-4730(91)90014-z.

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10

Langer, H. "Input parameters for estimating seismic loading." Natural Hazards 3, no. 2 (1990): 125–39. http://dx.doi.org/10.1007/bf00140427.

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