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LOCAL EARTHQUAKE HISTORY

Makurazaki City earthquake and Shindo history in 2015

枕崎市

This annual view includes only earthquakes from 2015 for which stations associated with Makurazaki City recorded Shindo.

Data period: 1 January–31 December 2015
Data period: 1 January–31 December 2015

In 2015, stations associated with Makurazaki City reported local Shindo for 16 earthquakes. The highest local level recorded that year was Shindo 3.

Observed events162015
Highest local Shindo32015
Data period: 1 January–31 December 2015 · 16 observed earthquakes

Observation history · 2015

This history counts earthquakes observed at stations in the place, not earthquakes whose epicentre lies inside its boundary. Counts can change as stations are updated and older or corrected observations are added.

2015 · Clear filters
First observation: Jan 13, 2015

Observed events by year

Choose a year to update the event history and local Shindo distribution.

All years
2015

Shindo observed in this place

The highest reading from stations in this place, not the maximum Shindo of the whole event.

All Shindo
1142131405−05+06−06+070
Reference model · not a forecast

Ground & J-SHIS

The context below uses the place's full available history and reference models; it is not part of the 2015 statistics.

Local seismic profile

Where the shaking usually comes from

Source regions of earthquakes observed here, ordered by the number of reports.

3
Off the west Coast of Satsuma Peninsula薩摩半島西方沖
55
4
Kumamoto Region, Kumamoto Prefecture熊本県熊本地方
28
2
Amakusa and Ashikita Region, Kumamoto Prefecture熊本県天草・芦北地方
18
4
Kagoshima Bay鹿児島湾
14
2
Off the east Coast of Osumi Peninsula大隅半島東方沖
13
3
Hyuganada Sea日向灘
11
Reference model · not a forecast J-SHIS (NIED) · 250 m · 4630722332

Ground conditions near an observation station

J-SHIS data for the 250 m mesh containing 枕崎市高見町.

J-SHIS / NIED

How to read these values

Landform classVolcanic footslope火山山麓地

A landform class assigned to the whole 250 m mesh and used to estimate AVS30. The name alone does not determine safety, and it is model data rather than a borehole survey at the station.

AVS30265.1 m/s

The average speed of an S-wave through the upper 30 metres. A lower value generally indicates softer material that can amplify shaking more. J-SHIS uses this value to estimate the amplification shown to the right. It is not predicted Shindo.

Surface velocity amplification×1.42

For the same incoming wave, local ground conditions may make peak-motion velocity at the surface about 42% higher than at engineering bedrock (Vs = 400 m/s). This value describes motion velocity—it does not multiply magnitude or forecast ground acceleration.

Ground conditions can change over short distances. These values do not rate the whole place or the safety of a building, and they cannot predict an earthquake. Source: J-SHIS (NIED), V4 model; processed for presentation by JISHINDESU.

Local seismic profile

Nearby places

Municipalities nearest to the representative station position.