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Disaster Mitigation in Health Facilities: Wind Effects Nonstructural Issues
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Nonstructural elements to consider when assessing vulnerability
ARCHITECTURAL EQUIPMENT BASIC INSTALLATIONS Façades Roof covers Parapets Chimneys Plaster Glass windows Attachments (signs, antennae,etc) Ornaments Canopies Railings Doors and exit routes Medical equipment Industrial equipment Supplies Office equipment Medical and industrial gases Air conditioning Electrical generator Hydraulic networks Electric networks
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Nonstructural vulnerability assessment methods
Previous experience Visual inspection Data collection Non-destructive tests Mathematical models Structural analysis and design Wind tunnel analysis Retrofitting recommendations Equipment classification
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Standards and codes must cover components and claddings
The trend for international standards is to adopt and adapt the ASCE-7 approach for components and claddings.
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Design pressure for components and cladding and design force for special and open structures (ASCE-7) Design pressure p = qh [(GCp) - (GCpi)] Design force F = qzGCf Af Towers, signs, tanks, silos
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Criteria for equipment classification
Indispensable: Equipment that can not easily or economically be replaced and is essential for the provision of health services. Essential: Similar to indispensable equipment, except that it can be replaced easily or cheaply. Hazardous: Equipment that can injure people and damage objects. Chaotic: Equipment whose failure may cause disruption to its environs. Functional: Equipment that is not used for emergency health care.
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Hipped roof recommended over flat roof
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Gabled roof with slopes of 20 to 30 degrees are preferred against hurricanes
Hatched area indicates where more frequent fixings are required PLAN ISOMETRIC Gabled roof
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Connection details between metal sheet roof and purlins
Metal sheet fixings and purlin-to-rafter connection Spacer block Self-tapping screw Metal sheeting purlin Galvanized hurricane strap fixed to rafter and purlin Rafter Ridge connection Valley connection
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Typical connection system between metal sheet roof and masonry wall
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Nonstructural elements are not designed to resist direct loads
Failure of an unreinforced masonry wall without an adequate base anchorage Nonstructural elements are not designed to resist direct loads
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Shutters protect against the penetration of flying objects and water
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For a hospital it is essential to have protection against penetration of windborne debris and water
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Anchorage of protective shutters on outside walls
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Anchorage system of shutters on interior columns
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Exterior doors must be protected against internal and external pressures through adequate anchorages
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Window deformations due to the impact of windborne debris
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Impact of windborne debris against louvre windows
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An unprotected window is vulnerable in the event of a hurricane
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Roll-up or permanent shutters are the best way to protect windows against hurricanes
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Permanent window shutter details
ELEVATION Storm shutter in open position when closed Surface bolts to secure PLAN fixed to frame Shutter panels
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Details of roll-up shutter
Housing chamber for ELEVATION CROSS SECTION Shutter guide roll-up shutter Details of roll-up shutter
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Adequate anchorage of hospital equipment will ensure continuous service
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An example of good anchorage on exterior hospital equipment
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Exterior equipment should be anchored with special bands
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External oxygen and gas tanks should not be loose
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Correct anchorage of external oxygen and gas tanks to walls
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Restraints and fasteners for larger external equipment
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Failure of a metallic roof cover and an unreinforced masonry wall
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Metal sheet roof of a health center was destroyed by hurricane-force winds
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Damage to the façade due to failure of a neighboring building
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Windborne debris on a structure
A roof from a structure located 100 m away was violently thrown by the strong winds of a hurricane
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Impact of windborne debris on a plywood hurricane shutter
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Windborne debris perforates shutter and glass behind it
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Health center damaged by a water tank thrown by hurricane winds
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Pan American Health Organization, 2005
These slides have been made possible through the financial support of the Disaster Preparedness Program of the Humanitarian Aid Office, ECHO (DIPECHO-III) Grupo de Estabilidad Estructural (Ge2) / INTEC Ave Los Próceres, Galá Apdo 349-2 Santo Domingo, Dominican Republic Ph: (809) Fax: (809)
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