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Shri S Ahmed is the Faculty Head of the Disaster Management Centre of the Meghalaya Administrative Training Institute, Shillong. A Retired Engineer, he continues to share his expertise in the filed of Disaster Management. This is one of the Presentations used to spread awareness on the concept of Earthquake Risk Management.
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Concept of Earthquake Risk
ReductionBy
S.AhmedFaculty Head, DMC,
Meghalaya Administrative Training Institute
We need to study :-
Frequency of earthquakes in the region
The probability of a particular magnitude of earthquake occurring
The Vulnerability of the area under consideration
To understand Earthquake Risk
“Our findings show that great earthquakes- those with a magnitude of 8.2 or greater – can re- rupture Himalayan regions that already have ruptured in recent smaller earthquakes, or those with a magnitude of 7.8 or below”.
“The current conditions might trigger at least four earthquakes greater than 8.0 magnitude, but if they delay, the strain accumulated during the centuries provokes more catastrophic mega earthquakes.”
Dr. Roger Bilham of Colorado University had warned the policy makers in 2006:-
“Moderate magnitude to great earthquakes in the northeast India region is found to be preceded, generally, by well defined earthquake swarms and quiescence periods”
Based on this, Dr. Gupta made specific predictions in 1986- the 7.5 R magnitude Indo-Myanmar earthquake which occurred in 1988
According to Dr.Harsh Gupta, former Director of National Geophysical Research Institute, Hyderabad,
Felt earthquakes recorded at CSO Shillong during 2010-2011
Seismicity of India (1505 to March,2010) (M>5.0)
Rising Trend of Number of Earthquakes per year
The Probability of a Major Earthquake is----?
HIGH
Magnitude?
About 8 on the Richter Scale
Warning for the North-East
Disaster Risk
= Hazard X Vulnerability
Vulnerability – Social, Economical, Physical, Structural
Earthquake Disaster Risk
Map showing Earthquake Zones in India
Magnitude of an earthquake is a measure of the energy released at the focus
Intensity is the effect caused by the earthquake at a particular place
Magnitude of earthquake is same no matter which observatory measures it
Intensity usually reduces with distance from the epicentre
Magnitude Vrs Intensity
IntensityMagnitud
e
Intensity
7R≈ IX MSK intensity earthquake, at epicentral area;
General panic among people, damage to furniture, animals run to & fro in confusion and cry;
General damage to buildings occur, large cracks in walls of R.C.C. buildings are seen; chimneys break or fall off; and many stone masonry houses collapse;
Cracks of about 10 cm width are seen in the ground; Landslides occur; old dry wells become renewed and existing wells may dry up
IX MSK Intensity Earthquake
General Destruction of buildings Gaps in walls, parts of many R.C.C. buildings
may collapse; Most of stone masonry houses totally collapse;
Critical damage to dykes & dams; severe damage to bridges; underground pipes brake
Cracks in the ground of width upto 1.0 metres may occur; Considerable landslides possible; new lakes occur
X MSK Intensity Earthquake(≈8R)
Intensity of Earthquake? It is unpredictable!
Where will the Epicentre be?
At what depth will the focus of the earthquake be?
What will the Vulnerability be then?!!
For Meghalaya – for Shillong?
According to a hazard map by the Global Seismic Hazard Assessment Programme and other scientific studies, the State can expect to have a peak gravitational acceleration (PGA) of 0.24g to 0.48g.
The region where the highest PGA can be expected is along the State's border with Assam, the site of the Great Shillong earthquake of 1897.
Seismic Hazard
Epicentre of 1897 Earthquake
Intensity of 1897 Earthquake
“Mexican – hat” of greatest intensity
mapped by Oldham
Intensity IX – 30,000 sq miles
Intensity X – 11,000 sq miles
Area of greatest earthquake intensity= 3.5 x size of Meghalaya
Area of greatest earthquake intensity= 40 x size of Shillong City
Epicentral distance ≈100 km
1897 Eq.-Epicentre near Mendipathar; depth of Focus not
known
Seismic Risk for Shillong Plateau
In the Shillong plateau, the focal depth is mostly within 60 km.
The prominent structural discontinuities in the plateau are Dudhnai, Kulsi, Samin, Dawki and Dhubri faults and Dapsi and Barapani thrusts.
Here earthquakes of upto MM intensity IX can be expected. In this region earthquakes come with landslides, flood and along with series of smaller magnitude earthquakes.
Ground was fissured & sand vents spewed fountains of sand
Many Streams changed courses River Brahmaputra affected causing floods
Bed of River Krishnai subsided and Lake Dekachang formed (15km long x1.5 km)
Landslides occurred- hills stripped of forest for 30 km
1897 - Earthquake effects in Epicentral Tract
Vertical movement of 10m at Chedrang Fault
Telegraph poles displaced by about 5 metres
Many houses sank, due to liquefaction of soil during earthquake, with roof only visible
Geography changed
TYPICAL DESCRIPTION OF INTENSITY XII
Earthquake effects in Epicentral Tract (contd)
Seismic Risk for Shillong and Meghalaya
INTENSITY IX may be adopted as the minimum level of Risk
Provided Vulnerability does not increase
Earthquake effects
Risk is the expected loss, in terms of :
Number of people who may die Number of people who may be affected Number of buildings/structures likely to
collapse Services likely to be disrupted Loss in monetary terms
How do we measure Risk?
Risk = ∲ F, D, P, L, VV
F – Frequency of disaster D- type of disaster P- Probability of occurrence L- Level of Disaster (Intensity) VV – Value of Vulnerable Elements
L = ∲ ( V) V- Vulnerability of Elements that are affected
Risk & Vulnerability
Earthquake Disaster Risk Raj Bhavan before the 1897 Earthquake
Stone Masonry structure
Raj Bhavan destroyed in 1897 earthquake
Stone Masonry structure
All Saints Church before 1897 Earthquake
Stone Masonry structure
All Saints Church destroyed by 1897 earthquake
Stone Masonry structure
Pictures are taken from the book “From Residency to Raj Bhavan- History of the Shillong Government House” by Imdad Hussain,
and published by Regency Publications, 20/36-G, Old Market, West Patel Nagar, New Delhi 110008
Acknowledgement
Building which withstood 1897 Earthquake
Present Official Residence of D.C., Tura, constructed around 1867 but renovated
Building which withstood 1897 Earthquake
Residence of Late Amjad Ali, Laban, Shillong
Structure which has withstood a hundred years
Present Day All Saints Church
Structure which has withstood a hundred years
RAJ BHAVAN rebuilt in 1904
Most Vulnerable House
A Stone Masonry House in Sohra
2001 Census
Structure with least risk- at least in an Earthquake
Bamboo- thatch houses
Not very Vulnerable
The Iing Sad at Smit, Meghalaya, constructed by the King of Hima Khyriem, in 1928
Disaster Risk - low
Assam Type Houses
Disaster Risk is Higher
Gujarat Earthquake, 2001Well built house in
tact
Pancake collapse due
to poor design &
construction
Earthquake Disaster Risk Reduction – NDMA Guidelines
All new construction to comply with earthquake-resistant building codes and revised town planning bye-laws, land use zoning, Development Control Regulations & building codes
Earthquake-Resistant Design & Construction of New Structures
Central & State Govt. to implement & enforce relevant standards for seismically safe design and construction of buildings, bridges, flyovers, ports and harbours, and other lifeline and commercially important structures
Consider using incentives and disincentives, and compliance reviews
Earthquake-Resistant Design & Construction of New Structures
State Govt/SDMA will organise capacity building programmes among professionals and masons
Faculty members in engineering & architecture colleges, and polytechnics, Industrial Training Institutes, will be provided with adequate exposure
Earthquake-Resistant Design & Construction of New Structures
State Govt. will incorporate earthquake –resistant features in standard designs of schools, primary health centres, anganwadi centres and panchayat buildings
These will serve as pilot projects
Earthquake-Resistant Design & Construction of New Structures
Design of all new buildings and structures to be scrutinised by competent authorities before issuing building approval
Third party audit of the design and construction of major construction works to be undertaken
Earthquake-Resistant Design & Construction of New Structures
Develop inventory of existing built environment
Assess vulnerability of these constructions
Prioritise structures found vulnerable
Develop seismic retrofitting measures
Undertake construction work to strengthen vulnerable structures
Seismic Strengthening & Retrofitting of Lifeline & Priority Structures
Initial focus for structural safety audit & retrofitting will be on Govt. & public bldgs.
The State Govt./SDMA to take up selected critical lifeline structures as pilot projects in a phased manner
The State Govt./SDMA in consultation with their State Eq Management Committee & Hazard Safety Cell review existing built environment & prepare such lists
Seismic Strengthening & Retrofitting of Lifeline & Priority Structures
Cluster approach to be adopted in priori- tising – building types like RCC, stone masonry,etc- primary schools, PHCs etc. – so as to encourage consultations, demonstration & possible replication.
Seismic Strengthening & Retrofitting of Lifeline & Priority Structures
State Government Buildings Buildings of Central Government Offices/
Organisations Legislatures High Courts Cantonment Private Buildings
Urban Building Profile
Administrative & residential Government buildgs. Hospitals Schools Electric Power Plants Water Supply Works Telephone exchange Cinema Halls and Malls Libraries and Auditoriums Heritage Buildings Dams, Bridges, Bus Stations, Airports, etc
Urban Building Profile- Categories
Reinforced Cement Concrete (RCC) multi-storeyed buildings
Steel Structures Timber structures (Assam Type Buildings) Buildings with a Combination of RCC &
Timber Stone or brick masonry structures Houses of bamboo, tin sheets etc
Urban Building Profile- Building Materials
Prioritization for Structural Safety Audit
1. Raj Bhavans, Legislatures, High Courts, State Secretariats, Power Plants, Water Works, Heritage Buildings
2. Schools & Colleges, and Hospitals3. Reservoirs & dams, bridges, bus stations4. Office of the D.C. & S.P.; Financial Institutions5.Multi-storeyed buildings with five or more
floors in residential apartments, office and commercial complexes
Guidelines of National Disaster Management Authority
Rapid Visual Screening
Detailed Vulnerability Assessment
Structural Safety Audit-NDMA
Detailed methodology for RVS for different types of buildings and standardised procedure for vulnerability assessment will be prepared at the National level to clarify the process and issues involved in seismic retrofitting
Structural Safety Audit-NDMA
Techno-Legal Framework1. BIS Guidelines for Seismic Vulnerability
Assessment of Structures – multi storeyed R.C.C. Framed buildings, are rquired.
2. Rules & Regulations, Building Bye-Laws are required incorporating these Guidelines
Seismic Vulnerability Assessment
A standardized procedure for vulnerability assessment will be prepared at the national level………………………in line with the relevant national standards
NDMA Guidelines for Seismic Vulnerability Assessment
Adoption of Model Town Planning Bye- Law by State Govt. by revising existing Acts & Zoning Regulations, & Building Bye-Laws
BIS will revise/update Codes in two years (i) IS: 1893(Part 2): Elevated and ground
supported Liquid Retaining Structures (ii) (Part 3) : Bridges & Retaining Walls (iii) IS: 4326: Earthquake Resistant
Constn
Regulation & Enforcement-NDMA
BIS will place in public domain including internet for free download all IS related to seismic safety
Periodic revision in 5 years
Design aspects to be addressed
(i) Seismic evaluation and strengthening
(ii) Seismic design of tunnels (iii) Seismic design of buried and
above ground pipelines
Design Codes-NDMA
(iv) Seismic design and ductile detailing of bridge piers
(v) Seismic design, construction and manufacture of facilities, structures and components related to electrical power generation, transmission and distribution
(vi) Seismic design and ductile detailing of steel structures, etc
Design Codes-NDMA
Trained Professionals1. Human Resource with competence in
Seismic Vulnerability Assessment of built environment is required
2. Practical training by experienced firms in actually assessing seismic safety of a building can be given to professionals
3. Testing Equipments required
Seismic Vulnerability Assessment
Trained Professionals (Capacity Building)
1. Experienced and competent Professionals/ Organisations in the Govt. as well as in the private sector are required
2. Capacity of existing professionals are to be built up
Retrofitting of Buildings
1. Different organisations and professional bodies to be consulted to clarify process and issues involved
2. Capacity of professionals to be developed under National Earthquake Mitigation Project??
NDMA Guidelines for Seismic Retrofitting
Techno-Financial Regime1. Financial Loan for retrofitting/
strengthening of building with subsidy on interest rate may be given
2. Refund of loan & interest may be treated in same way as Housing Loan in Income Tax Rules
Retrofitting of Buildings
Techno-Legal Framework Rules & Regulations for declaring a building
as unsafe and for carrying out its demolition are required
District Disaster Management Authority (DDMA) has powers under the D.M.Act, 2005, to demolish structures hazardous to the public; Rules may be framed.
Demolition of Unsafe Structure
Trained Professionals Experienced and competent
Professionals are required for demolition without causing any disaster.
Demolition of Unsafe Structure
Techno-Financial Regime Rules & Regulations for providing
temporary accommodation or for giving financial help to affected persons/families may be framed
National Rehabilitation & Resettlement Policy, 2007, may be extended to cover such cases or similar rules may be passed
Demolition of Unsafe Structure
Safety of Buildings with Mobile -phone Towers?
Rational Insurance Policies to cover different structures exposed to different hazards are required.
NDMA Guidelines– The Insurance Sector will be encouraged to promote risk transfer mechanisms through insurance in the future
Incentive to Insurers by way of deduction, of
the amount of premium paid, from Income Tax, may be offered
Insurance
NDMA Guidelines– other structures will be insured against losses during future earthquakes, while undertaking seismic retrofitting of critical and lifeline structures
Insurance
D.M.Act, 2005, stipulates creation of Disaster Mitigation Fund by every State and each District
D.M. Plan needs to be mainstreamed with development plan so that specific allocation of funds are made for (i) disaster preparedness, (ii) for mitigation measures, including retrofitting
Mitigation Fund
State Govt. to make specific allocations for carrying out disaster preparedness as well as disaster mitigation measures, including retrofitting of selected lifeline structures
Corporate Sector may be asked to support mitigation measures as PPP efforts and Corporate Social Responsibility
Financial Allocation-NDMA
Housing development programmes supported by the GoI and State Govts (like Indira Awas Yojana) etc will be made to comply with earthquake resistant design and construction practices
Disbursement of funds by banks to industrial units will also be similarly linked to compliance of safety norms
Techno-Financial Regime- NDMA
State Govts to develop suitable bye-laws
Local conditions to be considered
State Govts to regulate all future constructions to make them earthquake resistant
State Govts to issue specific illustrative guidelines for each type of public building, like panchayat offices, primary schools, etc
Construction in Rural & Semi-Urban Areas- NDMA
Comprehensive awareness campaign on safe practices to be followed before, during and after an earthquake to be implemented
Mobilise community to carry out earthquake mitigation measures
A handbook on earthquake safety will be prepared
Awareness and Preparedness- NDMA
Manual on structural safety audit of infrastructure and lifeline buildings will be prepared
Translations into local languages to be undertaken
Video films to be prepared
Handbook for seismic strengthening & retrofitting of existing buildings to be prepared
WHO WILL PREPARE?
Awareness and Preparedness- NIDM
Electronic and print media will be used
Different stakeholders like elected representatives, civil servants, members of local administration authorities, school administrators, members of management boards of educational institutions and hospitals, school children, etc will be targetted
Awareness and Preparedness
High quality education material will be developed Professionals to be equipped with requisite
knowledge & will undergo training programmes Special programmes for physically
handicapped and mentally challenged people, women and the elderly will be developed
DM to be introduced in school curricula, as well at higher levels
DM aspects of medical education at undergraduate level to be introduced
Capacity Building
‘all hazard’ medical management plan to be prepared
Will address need to create greater awareness in all medical teams and the medical community of most frequent injuries, illness and other health problems
Trained Medical First Responders to be identified
Medical Preparedness
All public health facilities will develop their own DM plans
Mobile hospitals and Quick Reaction Medical Teams will be developed
Trained trauma and psycho-social care teams to be identified
Medical & paramedical staff will carry out regular exercise based on SOP
Medical Preparedness
Disaster Risk
= Hazard X Vulnerability - Capacity
Disaster Risk Reduction
THANK YOU