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Disaster Epidemiology Lessons From Bam Earthquake Dec 26, 2003 Iran Part 6: Buildings structure and death in Bam earthquake 1 Ali Ardalan MD, MPH, PhD.

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Presentation on theme: "Disaster Epidemiology Lessons From Bam Earthquake Dec 26, 2003 Iran Part 6: Buildings structure and death in Bam earthquake 1 Ali Ardalan MD, MPH, PhD."— Presentation transcript:

1 Disaster Epidemiology Lessons From Bam Earthquake Dec 26, 2003 Iran Part 6: Buildings structure and death in Bam earthquake 1 Ali Ardalan MD, MPH, PhD student in Epidemiology

2 Learning objectives:  To learn about the main structure of buildings in Bam  To understand the importance of supervision on considering the seismic code  To understand the association of buildings structure and death in Bam earthquake 2

3 3 Collapse state of houses based on a cross-sectional study on 19th and 20th days of post-disaster period in Bam

4 4 Total collapse of a clay and mud brick building in Bam

5 5 Resistance of the curved roof in an old-style building in Bam

6 6 Other examples of curved roofs resistance in the old-style buildings in Bam

7 7 Other examples of curved roofs resistance in the old-style buildings in Bam

8 8 A collapsed old-style building in Bam: Mud bricks bearing walls, with steel roof

9 9 A collapsed modern-style building with lack of adequate lateral resistance

10 10 Comparing resistance of buildings with and without bracing in Bam

11 11 Collapse of the attic on to a house entrance in Bam

12 12 Appropriate bracing on two sides of “ Kimia building ” in Bam & formation of soft ground

13 13 Two buildings opposite each other in one street in Bam

14 14 Non-damaged steel framed buildings with bracing in Bam

15 15 Non-damaged Central mosque of Bam

16 Death and injuries in direct relation to Bam earthquake based on a cross-sectional study 16  Death: 18%  Injuries: 48%  Hospitalization of injured: 32 %  Hospitalization of total: 13 %

17 The most important determinant variable of direct related death to Bam earthquake, based on a cross-sectional study Building collapse status (Total / Partial-None) OR = 5.15 (CI 95%: 3.85-6.88 ) 17

18 Conclusion:  Because structural collapse is the single greatest risk factor, priority should be given to seismic safety in land-use planning and in the design and construction of safer buildings. 18


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