Seismic Bracing Of Nonstructural Components

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Seismic Bracing Requirements for Nonstructural …

https://seblog.strongtie.com/2015/08/seismic-bracing-requirements-for-nonstructural-components/

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Seismic Design of Nonstructural Building Components

https://www.structuremag.org/?p=10192

Seismic Sway Bracing The nonstructural building components that are required to be designed in accordance with the seismic design requirements of ASCE 7 Chapter 13 are architectural, mechanical, electrical and plumbing equipment …

Seismic Bracing of Nonstructural Components in Areas …

https://schaefer-inc.com/seismic-bracing-nonstructural-components-areas-lower-seismicity/

There are several reasons why we seismically brace non-structural components. In areas of high seismicity, the code requires bracing all heavy components as …

Non-Structural Seismic Bracing | Office of Environment, Health

https://ehs.berkeley.edu/workplace-safety/non-structural-seismic-bracing

Non-Structural Seismic Bracing When an earthquake shakes unrestrained objects, they can slide, swing, overturn, or strike people or other objects. File cabinets, freestanding bookshelves, office equipment, and items stored on shelves or racks can all cause serious injuries by their movement during an earthquake.

Seismic codes for nonstructural engineering - Specifying …

https://www.csemag.com/articles/seismic-codes-for-nonstructural-engineering/

Seismic bracing is not required per ASCE 7 if the ducts or piping are supported 12 in. on center or less or if the area of the duct is less than 6 sq …

Seismic Design of Nonstructural Components - Eng-Tips …

https://www.eng-tips.com/viewthread.cfm?qid=423662

The code (Section 13.1.4) is basically recognizing that for low seismic hazards traditional supports and bracing are sufficient for seismic protection and the risk of failure is not an issue (not required to function after an earthquake. Thats why no additional seismic design of nonstrucutral requirements is required.

Seismic Design for Nonstructural Components - Eng-Tips …

https://www.eng-tips.com/viewthread.cfm?qid=299485

jedclampett, i understand where you are coming from, but i think that if the seismic bracing of nonstructural equipment isn't handled during the building design process, then some contigency needs to be made, like the way that rtu's are often handled by designating an rtu zone and specifiying the allowable distribution and magnitudes of rtu loads …

NEHRP - Nonstructural Components

https://nehrp.gov/library/guidance_ns.htm

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25-Seismic Actions of Nonstructural Components

https://www.atcouncil.org/files/ATC-15-13/Papers/25_ITOpaper.pdf

iso/cd 13033 bases for design of structures —loads, forces and other actions — seismic actions on nonstructural components for building applications f.3 displacement between buildings displacement between build ings may be conservativ ely estimated as the absolute sum of the horizon tal displacements of two adjacent buildin gs at the points of …

DESIGN FOR NONSTRUCTURAL COMPONENTS - University of …

http://richardson.eng.ua.edu/Former_Courses/Wind_and_Seismic_fa08/Notes/FEMA/Ch_13_Design_for_Nonstructural_Components.pdf

The Provisionsrequires that nonstructural components be checked for two fundamentally different demands placed upon them by the response of the structure to earthquake ground motion: resistance to inertial forces and accommodation of imposed displacements. Building codes have long had requirements for resistance to inertial forces.

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