NSA - Non-Structural Acceleration-Sensitive
The following models are available:
NSA.AGR1 | Acceleration-Sensitive Nonstructural, Agriculture
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Agriculture
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.COM1 | Acceleration-Sensitive Nonstructural, Retail Trade
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Retail Trade such as stores
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.COM10 | Acceleration-Sensitive Nonstructural, Parking
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Parking
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.COM2 | Acceleration-Sensitive Nonstructural, Wholesale Trade
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Wholesale Trade such as warehouses
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.COM3 | Acceleration-Sensitive Nonstructural, Personal and Repair Services
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Personal and Repair Services such as service stations and repair shops
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.COM4 | Acceleration-Sensitive Nonstructural, Professional and Technical Services
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Professional and Technical Services such as Offices
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.COM5 | Acceleration-Sensitive Nonstructural, Banks and Financial Institutions
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Banks and Financial Institutions
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.COM6 | Acceleration-Sensitive Nonstructural, Hospital
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Hospital
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.COM7 | Acceleration-Sensitive Nonstructural, Medical Office and Clinic
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Medical Office and Clinic
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.COM8 | Acceleration-Sensitive Nonstructural, Entertainment and Recreation
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Entertainment and Recreation including restaurants and bars
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.COM9 | Acceleration-Sensitive Nonstructural, Theaters
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy type: Theatres
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.EDU1 | Acceleration-Sensitive Nonstructural, Schools
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Schools
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.EDU2 | Acceleration-Sensitive Nonstructural, Colleges/Universities
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Colleges/Universities excluding group housing
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.GOV1 | Acceleration-Sensitive Nonstructural, General Government Services
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: General Government Services offices
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.GOV2 | Acceleration-Sensitive Nonstructural, Emergency Response
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Emergency Response such as Police and Fire Stations
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.IND1 | Acceleration-Sensitive Nonstructural, Heavy Industry
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Heavy Industry factories
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.IND2 | Acceleration-Sensitive Nonstructural, Light Industry
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Light Industry factories
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.IND3 | Acceleration-Sensitive Nonstructural, Food/Drugs/Chemicals
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Food/Drug/Chemical plants
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.IND4 | Acceleration-Sensitive Nonstructural, Metals/Minerals Processing
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Metals/Minerals Processing plants
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.IND5 | Acceleration-Sensitive Nonstructural, High Technology
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: High Technology factories
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.IND6 | Acceleration-Sensitive Nonstructural, Construction
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Construction Offices
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.REL1 | Acceleration-Sensitive Nonstructural, Church
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Church
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.RES1 | Acceleration-Sensitive Nonstructural, Single-family Dwelling
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Single-family Dwelling, Detached House
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.RES2 | Acceleration-Sensitive Nonstructural, Mobile Home
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Mobile Home
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.RES3 | Acceleration-Sensitive Nonstructural, Multi-family Dwelling
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Multi-family Dwelling, Apartments, Condominiums
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.RES4 | Acceleration-Sensitive Nonstructural, Temporary Lodging
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Temporary Lodging such as Hotel, Motel
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.RES5 | Acceleration-Sensitive Nonstructural, Institutional Dormitory
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Institutional Dormitory, including group housing (military, college) as well as jails
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSA.RES6 | Acceleration-Sensitive Nonstructural, Nursing Home
Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Nursing Home
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost