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[PDF] Top 20 Numerical earthquake response analysis of the Liyutan earth dam in Taiwan

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Numerical earthquake response analysis of the Liyutan earth dam in Taiwan

Numerical earthquake response analysis of the Liyutan earth dam in Taiwan

... the dam in the upstream ...the dam crest was the best fit with the field data; however, larger discrepancies appear at the mid-height of the upstream and downstream ...the dam, which is fixed at the ... See full document

12

Review Article: Numerical analysis of the seismic behaviour of earth dam

Review Article: Numerical analysis of the seismic behaviour of earth dam

... concerns analysis of the seismic response of earth ...the dam is described using the simple and popular non associated Mohr-Coulomb ...real earthquake records show that the seismic ... See full document

8

Application of Finite Difference Method and PSO Algorithm in Seismic Analysis of Narmab Earth Dam

Application of Finite Difference Method and PSO Algorithm in Seismic Analysis of Narmab Earth Dam

... under earthquake loading has attracted the attention of many researchers and dam ...different numerical methods have resulted in widespread use of these methods to study dynamic behavior of ... See full document

5

A procedure to select ground-motion time histories for deterministic seismic hazard analysis from the Next Generation Attenuation (NGA) database

A procedure to select ground-motion time histories for deterministic seismic hazard analysis from the Next Generation Attenuation (NGA) database

... in Taiwan is presented. Target response spectra are ini- tially determined based on a local ground-motion prediction equation under representative deterministic seismic hazard ...to earthquake ... See full document

15

Comparison between Response Spectrum and Time History Method of Dynamic  Analysis of Concrete Gravity Dam

Comparison between Response Spectrum and Time History Method of Dynamic Analysis of Concrete Gravity Dam

... gravity dam. According to the Indian standard code of practice dynamic analysis shall be done for dam with height greater than 100 m ...and dam of height above 100 m that is 110 m have been ... See full document

6

Dynamic behaviour analysis in buildings incorporating Lead Rubber Bearing

Dynamic behaviour analysis in buildings incorporating Lead Rubber Bearing

... against earthquake damages by using seismic isolators to change the dynamic characteristics of a ...Dimensional Analysis of Building System) computer software. Bhuj Earthquake Data (Gujarat ... See full document

7

Source model of the 1703 Genroku Kanto earthquake tsunami based on historical documents and numerical simulations: modeling of an offshore fault along the Sagami Trough

Source model of the 1703 Genroku Kanto earthquake tsunami based on historical documents and numerical simulations: modeling of an offshore fault along the Sagami Trough

... Kanto earthquake and the resulting tsunami caused catastrophic damage in the Kanto region of ...1703 earthquake applied inversion analyses of the observed terrestrial crustal deformations along the coast of ... See full document

13

Effects of seismic ground motion and geological setting on the coseismic groundwater level changes caused by the 1999 Chi Chi earthquake, Taiwan

Effects of seismic ground motion and geological setting on the coseismic groundwater level changes caused by the 1999 Chi Chi earthquake, Taiwan

... characteristics of alluvial sediments, most of these aquifers and aquitards are contacted in fingered shapes (Fig. 2). The fine-grained sand, silt and mud became the aquitard between the coarse-grained sands and gravels. ... See full document

8

Near field strain observations of the October 2013 Ruisui, Taiwan, earthquake: source parameters and limits of very short term strain detection

Near field strain observations of the October 2013 Ruisui, Taiwan, earthquake: source parameters and limits of very short term strain detection

... Ruisui earth- quake is believed to rupture a 30–35-km-long segment of this northeast-southwest trending CRF with a primary thrust mechanism, in agreement with the tectonic stress regime in this ...The ... See full document

15

The Nankai Trough earthquake tsunamis in Korea: numerical studies of the 1707 Hoei earthquake and physics based scenarios

The Nankai Trough earthquake tsunamis in Korea: numerical studies of the 1707 Hoei earthquake and physics based scenarios

... our analysis are probable in the future but do not represent the maximum earthquake that could possibly occur in the Nankai Trough region (Hyodo et ...magnitude earthquake, we increased the stress ... See full document

16

Dynamic Response of the Rocket Body under Seismic Excitation

Dynamic Response of the Rocket Body under Seismic Excitation

... the analysis results that the displacement range of node 3 is the largest, the X-axis direction reaches ...the earthquake, while the bottom displacement is ... See full document

7

A numerical simulation of ionospheric and atmospheric variations associated with the Sumatra earthquake on December 26, 2004

A numerical simulation of ionospheric and atmospheric variations associated with the Sumatra earthquake on December 26, 2004

... Starting from the steady-state ionosphere and atmosphere described in the previous section, a sudden perturbation in the vertical velocity is introduced at the lower boundary by the method described above. The ... See full document

12

Rupture directivity and source process time of the September 20, 1999 Chi Chi, Taiwan, earthquake estimated from Rayleigh wave phase velocity

Rupture directivity and source process time of the September 20, 1999 Chi Chi, Taiwan, earthquake estimated from Rayleigh wave phase velocity

... the earthquake by joint inver- sion of strong-motion data and teleseismic data and shown an extensive and a deeper rupture along the fault plane, es- pecially on the northern part of the ...the earthquake ... See full document

6

Seismological evidence of simultaneous mountain building and crust thickening from the 1999 Taiwan Chi Chi earthquake (Mw=7 6)

Seismological evidence of simultaneous mountain building and crust thickening from the 1999 Taiwan Chi Chi earthquake (Mw=7 6)

... stations (Shin et al., 2000), and thus enabling detailed infor- mation concerning the crustal deformation generated by the earthquake to be extracted from seismic observations in the crust. Although crustal ... See full document

5

Source location and mechanism analysis of an earthquake triggered by the 2016 Kumamoto, southwestern Japan, earthquake

Source location and mechanism analysis of an earthquake triggered by the 2016 Kumamoto, southwestern Japan, earthquake

... be amplified not by the source and the path effects but by the effect of sediment layers at shallow depth, since monochromatic signals in the amplified later phases are found. For the east–west component, the initial ... See full document

13

Slope Stability Analysis under Rapid rawdown Cndition and Siesmic Loads of Earth Dam (Case Study: Mandali Dam)

Slope Stability Analysis under Rapid rawdown Cndition and Siesmic Loads of Earth Dam (Case Study: Mandali Dam)

... In this study, a finite element software, SLIDE V.6.0 computer program , is used to determine phreatic line and factor of safety. SLIDE is2D limit equilibrium slope stability program for evaluating the safety factor or ... See full document

5

Geodetically observed surface displacements of the 1999 Chi Chi, Taiwan, Earthquake

Geodetically observed surface displacements of the 1999 Chi Chi, Taiwan, Earthquake

... of Taiwan Island) baseline. The earthquake occurred at 17:47 on day 263 (GMT), therefore the solution for that day was obtained using only data collected prior to the ...across Taiwan Strait) ... See full document

11

Coseismic displacements and slip distribution from GPS and leveling observations for the 2006 Peinan earthquake (Mw 6 1) in southeastern Taiwan

Coseismic displacements and slip distribution from GPS and leveling observations for the 2006 Peinan earthquake (Mw 6 1) in southeastern Taiwan

... As revealed by Fig. 9(a), the surface coseismic horizontal displacements can be divided into three distinct patterns in three areas. Note that the map has been divided into four areas taking both co- and postseismic ... See full document

20

Analytical estimation of natural frequency in earth dams with respecting to the foundation effects

Analytical estimation of natural frequency in earth dams with respecting to the foundation effects

... the earth dam, based on fourier spectrum and modal ...heterogeneous earth dam existing in a triangular channel modeled in elastic form using shear wedge analysis ...element ... See full document

7

Evidence for an elevated 410 km discontinuity below the Luzon, Philippines region and transition zone properties using seismic stations in Taiwan and earthquake sources to the south

Evidence for an elevated 410 km discontinuity below the Luzon, Philippines region and transition zone properties using seismic stations in Taiwan and earthquake sources to the south

... An important consideration is the use of relatively deep events and possible effects on the derived models. The main factor that determines how the focal depth contributes to the uncertainties in correcting times to ... See full document

17

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