earthquake comparison 2005 & 2015
TRANSCRIPT
EARTHQUAKE COMPARISON 2005 & 2015
Hassam Bin Ayub
Reg # Bmba151006
EARTHQUAKE A sudden violent shaking of the
ground, typically causing great destruction, as a result of
movements within the earth's crust or volcanic action.
TYPES OF EARTHQUAKETectonic
Volcanic
Collapse
Explosion
MAGNITUDE The moment magnitude scale is
used to measure the size of earthquake in terms of energy.
SCALE The scale was developed in 1970’s
to succeed the 1930’s-era Richter magnitude scale (Ml).
Richter scale is improved from of Marcalli scale.
RICHTER SCALEValue Potential Hazard
SEISMIC ZONE
HISTORY OF EARTHQUAKE
EARTHQUAKE 2005Earthquake Details
Magnitude• 7.6Location• Muzafferabad.AJKDepth• 26km (16.2 Miles)Distance 100Km From Islamabad
EARTHQUAKE 2015Magnitude• 8.1Date & Time• Monday, Oct 26,2015 at
1:50pm.Location• In Btw Afghanistan &
Tajikistan.Depth 193km
TYPE COMPARISON Both Earthquake’s are due to
movement of tectonic plates and seismic waves,.
The Movement of Earthquake of 2005 was vertical.
The Movement of earthquake 2015 was Horizontal.
AFTER SHOCKSCOMPARISON 2005 & 2015
Aftershocks of 2005 was
16 in first week.
Aftershocks of 2015 was 200 in first
week.
LOSSES COMPARISON 2005&2015SER Provinces Deaths Injured Houses
Damaged
1 Khyber Pakhtunkhwa 31,928 24,695 666,9,632
2 Punjab 1,789 6,763 5,624
3 Sindh 283 648 125
4 Ajk & Gilgit Baltistan 53,000 67,894 66,503
Grand Total 87,000 100,000 141,884
LOSSES 2015SER Provinces Deaths Injured Houses
Damaged
1 Khyber Pakhtunkhwa 225 1,756 25,636
2 Punjab 5 80 20
3 FATA 29 209 9,534
4 Ajk & Gilgit Baltistan 12 101 595
Grand Total 271 2,148 35,785
COMPARISON
Died Houses Injured
271
171884
10000087000
35785
2148
Chart TitleSeries 1 Series 2
ERRA The Govt. of Pakistan
established Earthquake Reconstruction & Rehabilitation Authority (ERRA) on 24 oct,2005 to rebuild the earthquake affected regions.
NMDA National Disaster
Management Authority (NDMA), is the lead agency at Federal level to deal with Disaster Management Activities.
SEISMIC BUILDING CODE No horizontal Bond
Beams at base of walls. No Vertical members of
concrete provided in walls.
Stone masonry buildings ( Poor bonding).
CONSTRAINTS Lack of Latest
equipment. Lack of Govt. Funding. Lack of implementation
of Seismic Building code.
Lack of Awareness. Poverty.