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SAARC Workshop on Earthquake Risk Mitigation

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Earthquake Resistant Design of Buildings in Pakistan; ... Lack of skill/ understanding in designers, petty contractors and artesian. Not enough motivation ... – PowerPoint PPT presentation

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Title: SAARC Workshop on Earthquake Risk Mitigation


1

SAARC Workshop on Earthquake Risk Mitigation
Management in South Asia (October 8-9, 2009)
Earthquake Resistant Design of Buildings in
Pakistan Awareness and Enforcement
Mumtaz J. Shabbir (GM/Head) Shaukat Qadeer (Chief
Engineer) National Engineering Services Pakistan
2

Awareness
3

Key sources of awareness in recent times
  • Reconstruction in earthquake affected areas
  • Building Code of Pakistan Seismic Provisions
    2007
  • Engineering Institutions
  • NGOs

4
Reconstruction in earthquake affected areas
  • Non-engineered construction
  • Reinforced Masonry
  • Confined Masonry
  • Timber Frame Construction (Dhajji)
  • Timber Reinforced Masonry (Bhattar)
  • Engineered Construction
  • Confined Masonry
  • Reinforced Concrete
  • Light Guage Cold Formed Steel Construction
  • Structural Insulated Panels

5
Reconstruction in earthquake affected areas
  • Information Dissimination
  • Posters
  • Booklets
  • Media campaign
  • Training
  • Housing Reconstruction Centers
  • On site training
  • Monitoring
  • Plinth level
  • Lintel level
  • Roof level

6

Reinforced masonry
7
Confined masonry
  • Confined Masonry is a construction system
    where the walls are enclosed and tied together by
    columns and beams.

The ties work like a string around a parcel.
8

Timber Frame Construction (Dhajji)
  • Complete timber frame
  • Base plate (Dassa)
  • Studs
  • Horizontal Runners
  • Cross bracing
  • Top plate
  • Infill
  • Brick
  • Small sized stone
  • Environmental impact

9
Bhattar
10
Reconstruction in earthquake affected areas
  • Unprecedented awareness among the masses
    regarding earthquake resistant construction
  • Creation of a highly skilled pool of artisans
  • BUT
  • Limited to earthquake affected areas only

11

Building Code of Pakistan Seismic Provisions
2007
12
HISTORY OF BUILDING CODES IN PAKISTAN
  • PRE-PARTITION
  • BUILDING CODE FOR QUETTA MUNICIPALITY
  • 1947 TO SEVENTIES
  • BRITISH CODES PREVAILED
  • LATE SEVENTIES
  • AMERICAN CODES TOOK OVER GRADUALLY. AT
  • PRESENT THESE ARE TAUGHT IN UNIVERSITIES
    AND
  • PRACTICED BY ENGINEERS.
  • 1986
  • A BUILDING CODE OF PAKISTAN WAS DEVELOPED
  • BUT NOT ENFORCED

13
REVISION AND UP-DATING OF 1986 CODE
  • OCTOBER 2005 EARTHQUAKE MADE OBVIOUS THE POOR
    DESIGN AND CONSTRUCTION PRACTICES IN PAKISTAN
  • 2005 (AFTER EARTHQUAKE)
  • WORK STARTED ON UPGRADING THE CODE, WITH
    PRIORITY GIVEN TO SEISMIC POVISIONS.

14
SCOPE OF WORK
  • WORK DIVIDED INTO TWO STAGES
  • STAGE-I RECOMMENDATIONS OF PRELIMINARY
  • SEISMIC DESIGNS PARAMETERS AND CRITERIA FOR
    SEISMIC DESIGN OF BUILDINGS IN ISLAMABAD
    RAWALPINDI AREA
  • STAGE-II SEISMIC HAZARD EVALUATION AND SEISMIC
    PROVISIONS FOR BUILDING COVERING WHOLE COUNTRY

15
STEPS IN CODE DEVELOPMENT
  • SEISMIC HAZARD EVALUATION
  • REVIEW OF CODES WORLDWIDE
  • ASSESSMENT OF PREVALENT CONSTRUCTION METHODS IN
    PAKISTAN
  • SELECTION OF APPROPRIATE BASE DOCUMENTS
  • FORMULATION OF CODE PROVISIONS FOR PAKISTAN
  • REVIEW BY NATIONAL AND INTERNATIONAL EXPERTS

16
BUILDING CODE SEISMIC PROVISIONS
  • BASIC APPROACH
  • EARTHQUAKE SAFETY OF BUILDINGS SHOULD NOT
    INCREASE COST UNNECESSARILY.
  • DIFFERENT TYPES OF CONSTRUCTION COMMONLY USED IN
    PAKISTAN SHOULD BE COVERED.
  • BEST AVAILABLE KNOWLEDGE BASE IN THE WORLD FOR
    EARTHQUAKE DESIGN OF BUILDINGS SHOULD BE INCLUDED
    IN THE CODE.

17
REFERENCE DOCUMENTS
  • UBC-97 UNIFORM BUILDING CODE
  • ACI-2005 AMERICAN CONCRETE INSTITUTE
  • BUILDING DESIGN REQUIREMENTS
  • AISC-2005 AMERICAN INSTITUTE OF STEEL
    CONSTRUCTION, PROVISIONS FOR STRUCTURAL
    STEEL BUILDINGS
  • ASCE-2005 AMERICAN SOCIETY OF CIVIL
  • ENGINEERS MINIMUM DESIGN LOADS FOR
    BUILDINGS

18
SEISMIC PROVISIONS APPROVALS
  • SEISMIC PROVISIONS REVIEWED AND APPROVED BY
  • - INTERNATIONAL CODE COUNCIL (ICC), USA
  • - CORE GROUP OF PAKISTAN
  • ENGINEERING COUNCIL
  • (PEC)
  • - CABINET DIVISION

19

EDUCATIONAL INSTITUTIONS
20
Educational Institution
  • Exceptional motivation after earthquake of
    October 2005
  • Creation of earthquake research centers
  • Installation of Shake tables
  • More and more universities offering Masters level
    degree in earthquake engineering
  • Special projects
  • Revisions of curriculums

21

NON-GOVERNMENTAL INSTITUTIONS
22
NGOs
  • Partner Orgnizations for housing reconstruction
  • Door to door Awareness compaign
  • Seminars
  • Training

23

ENFORCEMENT
24
Prerequisites for implementation
  • Awareness
  • Acceptance by end user
  • Motivation
  • Training

25
Challenges for implementation
  • Lack of skill of building control officers
  • Lack of skill/ understanding in designers, petty
    contractors and artesian
  • Not enough motivation
  • Social /economic obstacles
  •  
  • Lack of awareness in Public
  • Uncontrolled and informal construction
  • Corruption  
  •  
  •  
  •  

26
Steps taken for implementation
  • Pakistan Engineering council has already notified
    the application/enforcement of the Code stating
    that,
  •  
  • The provisions of the Building Code of Pakistan
    (Seismic Provisions-2007) shall apply for
    engineering design of buildings, like structures
    and related components.
  •  
  • Construction of buildings in violation of the
    Building Code shall be considered as violation of
    professional engineering work as specified under
    clause (XXV) of section 2 of the Act.
  •  
  • (3) The provisions of the Building Code shall be
    revised by the Pakistan Engineering Council after
    every five years or earlier if so required by
    circumstances.
  •  
  •  
  • The council has constituted a committee of
    experts to work on the implementation of the
    code.

27
Steps Taken for implementation
  • Development Authorities of big Cities require
    Structural Stability from structural Engineer
    who is at least Masters Degree Holder
  • For medium to high-rise buildings Structural
    design vetting is required

28
Further action required
  • Incorporation of building code provisions for
    non-engineered buildings into local bylaws.
  • Site inspections and validation at various stages
  • Development of general framework for
    implementation of code
  • Extending code implementation to sub-urban and
    rural areas

29
Conclusions
  • Code specifications are available but
    implementation mechanism is lacking
  • Code implementation is limited to plan approvals
    and needs to extended to on site execution
  • Local bylaws to be amended to incorporate
    prescriptive design s for non-engineered
    construction
  • Designers need to be educated to design with no
    premium for lateral loads
  • The end users orientation shall be carried out so
    that accept the code whole heatedly
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