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[PDF] Top 20 The potential of high rate GPS for strong ground motion assessment

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The potential of high rate GPS for strong ground motion assessment

The potential of high rate GPS for strong ground motion assessment

... model, GPS can well record such an event up to about 100 km ...from GPS data with the PGV from the ...using strong-motion data within hours following the event in the first 50 km ...6). ... See full document

12

Detection of ground motions using high rate GPS time series

Detection of ground motions using high rate GPS time series

... specific GPS site or a group of GPS sites, but still the ratio is lower than the threshold, this would be the result of real displacement due to local ground displacement or foundation instability or ... See full document

45

Strong ground motion recorded by high rate sampling GPS at the closest site to the 2003 Tokachi oki earthquake

Strong ground motion recorded by high rate sampling GPS at the closest site to the 2003 Tokachi oki earthquake

... 3. Seismic Source of the Tokachi-oki Earthquake Although KAZE GPS observation is single station data, it gives information on the seismic source process of the Tokachi-oki earthquake. Yamanaka and Kikuchi (2003) ... See full document

5

Strong ground motion in the Kathmandu Valley during the 2015 Gorkha, Nepal, earthquake

Strong ground motion in the Kathmandu Valley during the 2015 Gorkha, Nepal, earthquake

... Accelerometers have been installed at the following four sites along a straight (west to east) profile in the Kathmandu Valley: KTP (Kirtipur Municipality Office, Kirtipur), TVU (Central Department of Geology, Tribhuvan ... See full document

8

SEISMIC ANALYSIS OF RC FRAME WITH SOFT GROUND STOREY

SEISMIC ANALYSIS OF RC FRAME WITH SOFT GROUND STOREY

... The aim of this paper was to investigate the seismic performance and design of the masonry infill reinforced concrete fame structure with the soft first storey under a strong ground motion. The study ... See full document

11

An Improved Node Localization Algorithm Based on DV-Hop for Wireless Sensor Networks

An Improved Node Localization Algorithm Based on DV-Hop for Wireless Sensor Networks

... Zhang Zhaoyang et al [14] proposed two improved DV-Hop algorithms and integrated them reasonably into a self-adaptive positioning algorithm called SAP which includes two modes. Rough-precision mode uses DV-Hop I ... See full document

20

Tools for Assessment of Innovation Potential of the Business Environment Development in the Region

Tools for Assessment of Innovation Potential of the Business Environment Development in the Region

... innovation potential of the economy and prospects for the innovative development of business environment in a particular economic ...region. Assessment of the innovation potential was performed using ... See full document

12

Earthquakes on the surface: earthquake location and area based on more than 14 500 ShakeMaps

Earthquakes on the surface: earthquake location and area based on more than 14 500 ShakeMaps

... as potential shaking center, it is necessary to define a consistent way to pick one of them as the shaking ...the ground motion parame- ...the potential shaking ... See full document

15

Uttarkasbi Earthquake-October 20, 1991

Uttarkasbi Earthquake-October 20, 1991

... The Department of Earthquake Engineering, University of Roorkee presented preliminary data and findings on the strong ground motion data.. It was also pointed out that [r] ... See full document

10

Dynamic characteristics of very high rate GPS observations for seismology

Dynamic characteristics of very high rate GPS observations for seismology

... very-high-rate GPS receivers are capable of capturing dynamic ground displacements from significant ...output rate, however, does not necessarily mean higher frequency content of the ... See full document

9

The Cause of Destructive Ground Motions on a Basis of Strong Motion Records in Japan and Other Countries

The Cause of Destructive Ground Motions on a Basis of Strong Motion Records in Japan and Other Countries

... We surveyed the effective factors that contributed to the failed result. Figure 7 shows the rates that did not meet the conditions of each factor. The rate for the AVS30 was 100%, and that for the closest distance ... See full document

10

Source characteristics of moderate to strong earthquakes in the Nantou area, Taiwan: insight from strong ground motion simulations

Source characteristics of moderate to strong earthquakes in the Nantou area, Taiwan: insight from strong ground motion simulations

... broadband ground motion simulation, we selected four stations in different azimuths to obtain the observed source spectral ratios (solid triangles in ... See full document

9

Strong motion PGA prediction for southwestern China from small earthquake records

Strong motion PGA prediction for southwestern China from small earthquake records

... (peak ground acceleration) data that have never been used in the inversion, to show the feasibility of this ...of strong motions at two near-fault rock stations with a hybrid source model for magnitude ... See full document

11

Development and Assessment of an Impact Apparatus and High-Speed Camera Motion Tracking System to Quantify the Effect of Static Muscle Loads on Fracture Threshold Measures in the Distal Radius

Development and Assessment of an Impact Apparatus and High-Speed Camera Motion Tracking System to Quantify the Effect of Static Muscle Loads on Fracture Threshold Measures in the Distal Radius

... fractures account for nearly 50 % of all fractures (Róbertsson et al., 1990), with manual labourers accounting for 17.6 % of hand and wrist injuries (Hill et al., 1998). These findings are further supported by The ... See full document

241

Influence of Real Ground Motion Records in Performance Assessment of RC Buildings

Influence of Real Ground Motion Records in Performance Assessment of RC Buildings

... with the seismic ground motions (i.e., amplitude, frequency and significant duration). The obtained time- history data were incrementally scaled with respect to peak ground acceleration from 0.05 g to 1 g ... See full document

8

Comparison of Small Baseline Interferometric SAR Processors for Estimating Ground Deformation

Comparison of Small Baseline Interferometric SAR Processors for Estimating Ground Deformation

... techniques that focus on Persistent Scatterers (PS), namely, Persistent Scatterer interferometry (PSI) approaches (e.g., [1–5]); and methods relying on Distributed Scatterers (DS) that commonly exploit small baseline ... See full document

26

Analysis of a Turbopiston Pump

Analysis of a Turbopiston Pump

... marketing and implementing the TPP technology, the engineers at Energy Conversion and Conservation Center at UNO is working on improving the current design to make TPP more reliable, more efficient, and produce more ... See full document

149

Effect of Irregular  Topography on Strong Ground Motion Amplification (K190)

Effect of Irregular Topography on Strong Ground Motion Amplification (K190)

... 2. Ishida, H., Sasaki, T., Niwa, M., Kitagawa, Y. and Kashima, T., “Amplification characteristics of surface layers obtained from earthquake observation records of vertical instrument arrays at Kushiro local ... See full document

8

Ground-motion prediction equations for southern Spain and southern Norway obtained using the composite model perspective

Ground-motion prediction equations for southern Spain and southern Norway obtained using the composite model perspective

... of ground motion relations from different host ...Each ground motion relation should be a branch of the logic tree with its own weights and aleatory ...estimated ground motions ... See full document

51

On the recovery of peak ground velocity and peak ground displacement from strong-motion records

On the recovery of peak ground velocity and peak ground displacement from strong-motion records

... permanent ground displacement, which, as has been shown, is large and increases with ...a strong-motion station, filtering will lead to much lower estimates of PGD than would a baseline correction ... See full document

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