Sensor locations
| Location Code | 01 |
|---|---|
| Opening Date | 22-03-2017 |
| End Date | 2017-07-03 |
| Housing Class | Bridge |
| Housing Description | All sensors on deck of a span 5 of the Chillon-Viadukt (https://de.wikipedia.org/wiki/Chillon-Viadukt), a major concrete road bridge. The section of the span is a rectangular concrete tube. All sensors are bolted to the underside of the upper part deck. Span is 98m long, and 13m wide. Sensor 01 in middle, Sensor 02 on east side and Sensor 03 west side. Along span, sensors are offset a few meters. Sensors are oriented in the plane of the span. HG3 in the direction of the bridge (~north). |
| sensor depth below station | 0.0 m |
| Distance to Building (m) | - |
| Location Code | 02 |
|---|---|
| Opening Date | 22-03-2017 |
| End Date | 2017-07-03 |
| Housing Class | Bridge |
| Housing Description | All sensors on deck of a span 5 of the Chillon-Viadukt (https://de.wikipedia.org/wiki/Chillon-Viadukt), a major concrete road bridge. The section of the span is a rectangular concrete tube. All sensors are bolted to the underside of the upper part deck. Span is 98m long, and 13m wide. Sensor 01 in middle, Sensor 02 on east side and Sensor 03 west side. Along span, sensors are offset a few meters. Sensors are oriented in the plane of the span. HG3 in the direction of the bridge (~north). |
| sensor depth below station | 0.0 m |
| Distance to Building (m) | - |
| Location Code | 03 |
|---|---|
| Opening Date | 22-03-2017 |
| End Date | 2017-07-03 |
| Housing Class | Bridge |
| Housing Description | All sensors on deck of a span 5 of the Chillon-Viadukt (https://de.wikipedia.org/wiki/Chillon-Viadukt), a major concrete road bridge. The section of the span is a rectangular concrete tube. All sensors are bolted to the underside of the upper part deck. Span is 98m long, and 13m wide. Sensor 01 in middle, Sensor 02 on east side and Sensor 03 west side. Along span, sensors are offset a few meters. Sensors are oriented in the plane of the span. HG3 in the direction of the bridge (~north). |
| sensor depth below station | 0.0 m |
| Distance to Building (m) | - |
| Location code | 01 |
|---|---|
| On date | 22-03-2017 14:00:00 |
| Off date | 2017-07-03 06:00:00 |
| Waveform Access | open |
| Sensor model | EpiSensor ES-T |
| Sensor manufacturer | Kinemetrics |
| Digitizer model | Centaur |
| Digitizer manufacturer | Nanometrics |
| Channels | HG2 , HG3 , HGZ |
| Location code | 02 |
|---|---|
| On date | 22-03-2017 14:00:00 |
| Off date | 2017-07-03 06:00:00 |
| Waveform Access | open |
| Sensor model | EpiSensor ES-T |
| Sensor manufacturer | Kinemetrics |
| Digitizer model | Centaur |
| Digitizer manufacturer | Nanometrics |
| Channels | HG2 , HG3 , HGZ |
| Location code | 03 |
|---|---|
| On date | 22-03-2017 14:00:00 |
| Off date | 2017-07-03 06:00:00 |
| Waveform Access | open |
| Sensor model | EpiSensor ES-T |
| Sensor manufacturer | Kinemetrics |
| Digitizer model | Centaur |
| Digitizer manufacturer | Nanometrics |
| Channels | HG2 , HG3 , HGZ |
Site Characterization
|
channel group |
Empirical Amplification |
|---|---|
| 9E.CHIL.03.HG |  |
| 9E.CHIL.02.HG |  |
| 9E.CHIL.01.HG |  |
Obtained from spectral modeling of small earthquakes with constant update.
- Top: Fourier amplification with elastic (dashed line) and anelastic (solid line) amplification functions;
- Centre: 5% damped response spectra amplification (anelastic);
- Bottom: Number of recordings used.
See Edwards et al. (2013), Determination of Site Amplification from Regional Seismicity: Application to the Swiss National Seismic Networks. Seismological Research Letters, 84(4), 611–621.
| measurements nearby | list... |
|---|