This document discusses seismic bracing requirements for non-structural building components. It outlines typical earthquake damage to both structural and non-structural elements, describes the purpose of building codes in requiring seismic bracing, and provides an overview of basic earthquake concepts like seismic design categories and occupancy categories. The document also examines specific non-structural elements like mechanical equipment, partitions, and cladding that require bracing, and addresses responsibilities, bracing methods, and resources for further information.
Importance of Non Structural Elements during Earthquakemehul doshi
People puts very much money for the buildings interior like Furniture, False ceiling, decorative items & what not. Designer never consider these non-structural items during design of the structure which leads to not only damage of millions of Dollars but also many casualties due to failure of NSE during Earthquake.
A technical approach to designing earthquake resistant buildings. Contains a brief overview of why a structure fails, building foundation problems and what are the possible solutions
Importance of Non Structural Elements during Earthquakemehul doshi
People puts very much money for the buildings interior like Furniture, False ceiling, decorative items & what not. Designer never consider these non-structural items during design of the structure which leads to not only damage of millions of Dollars but also many casualties due to failure of NSE during Earthquake.
A technical approach to designing earthquake resistant buildings. Contains a brief overview of why a structure fails, building foundation problems and what are the possible solutions
A short and elaborate Case Study on Membrane Structures for the course of Advanced Building Construction from students of 8th Semester Architecture at VNIT, Nagpur (January- April 2017)
As for high rise buildings, these are generally above six floors or stories in height. Also, most high rise buildings are 100 meters in height. (These should not be confused with “skyscrapers,” which are generally much taller, as little or as much, as 200 meters in height.
A high-rise building is a tall building, as opposed to a low-rise building and is defined differently in terms of height depending on the jurisdiction. It is used as a residential, office building, or other functions including hotel, retail, or with multiple purposes combined.
A short and elaborate Case Study on Membrane Structures for the course of Advanced Building Construction from students of 8th Semester Architecture at VNIT, Nagpur (January- April 2017)
As for high rise buildings, these are generally above six floors or stories in height. Also, most high rise buildings are 100 meters in height. (These should not be confused with “skyscrapers,” which are generally much taller, as little or as much, as 200 meters in height.
A high-rise building is a tall building, as opposed to a low-rise building and is defined differently in terms of height depending on the jurisdiction. It is used as a residential, office building, or other functions including hotel, retail, or with multiple purposes combined.
METHODS OF RETROFITTING EARTHQUAKE DAMAGESUmer Farooq
The primary purpose of earthquake retrofitting is to keep a home from being displaced from its concrete foundation. Retrofitting means making improvements to an existing building. The purpose is to make the building safer and less prone to major structural damage during an earthquake. Existing homes need to be retrofitted because our understanding of the effects of earthquakes as well as construction techniques have improved after the homes were built. The terms house bolting, foundation bolting and cripple wall bracing are often used synonymously with earthquake retrofitting
Seismic Structural Considerations in SteelPaul McMullin
Training provided for Jacobsen Construction Company Superintendent, Project Engineer, and Project manager training. Covers history of steel moment frames, Northridge and subsequent changes, moment connections, and potential challenges.
Bracing for the Future: How to Reduce Operating Costs and Preparing for Incre...Capgemini
This presentation covers:
- How digital technologies are paving the way for improved operations
- How will prosumers redefine the industry
- Preparing for tomorrow
First presented by Capgemini's Perry Stoneman at European Utility Week 2014.
http://www.capgemini.com/utilities
On February 20, 2015 ICLR conducted a Friday Forum workshop entitled 'Seismic risk management of structures with a focus on post-earthquake funcationality', led by Dr. Ghyslaine McClure of McGill University. Current structural design codes have stringent earthquake-resistant design requirements aimed at protecting life safety in case of strong ‘design level’ earthquakes. The structural frameworks of post-1990s buildings are deemed to be well protected. Although seismic design requirements for operational and functional components (OFCs) of buildings have been appearing in the National Building Code for several decades, experience indicates that they have not been strictly enforced in practice until recent years, even in buildings with post-critical occupancy. However, recent strong earthquakes have confirmed that seismic deficiencies in these components have costly consequences, in terms of deaths, serious injuries, and direct and indirect financial losses. CSA S832 is a national standard introduced in 2006 (was first guideline published in 2001) and significantly revised in June 2014. It provides a simple methodology to assess the seismic risk of OFCs in buildings, existing and new. This presentation highlighted the need for seismic protection of OFCs, provided an overview of the standard, and presented some results of its application to Montreal public facilities.
Ghyslaine McClure is a professor at McGill University in the Department of Civil Engineering and Applied Mechanics. She is also the Associate Provost (Budget and Resources). Ghyslaine is an alumna from Polytechnique Montreal (B.Eng. 1980 and Ph.D. 1989) and MIT (S.M. 1984). She had also practiced transmission line structural/ mechanical engineering for five years before joining McGill in 1991. Her expertise is in computational mechanics and structural dynamics.
Basics of earthquake & structural and non structural guidelines for building ...Bhasker Vijaykumar Bhatt
The presentation covers the scenario post a hazard of Earthquake turned into a disaster. Further, it includes the basic terminology, dynamics of EQ event, and suggests remedial practices for structural and non-structural elements of a building. Purpose the compilation is to sensitize learners.
Voice, Video and Data: Retrofitting Existing PropertiesMike Whaling
Retrofitting existing properties for voice, video & data services and more. Presented on 11/17/08 at the NMHC Apartment Technology Conference as part of a panel discussion with Mike Kolb of Cautela Solutions.
Presentation on considerations for seismic retrofitting. This presentation was given at the Natural Hazard Mitigation Association's annual Symposium held every July in Broomfield, Colorado.
This presentation was given by Mai (Mike) Tong of FEMA. Watch the whole presentation here: https://www.youtube.com/watch?v=alb6V8mbJEo
Storytelling For The Web: Integrate Storytelling in your Design ProcessChiara Aliotta
In this slides I explain how I have used storytelling techniques to elevate websites and brands and create memorable user experiences. You can discover practical tips as I showcase the elements of good storytelling and its applied to some examples of diverse brands/projects..
EASY TUTORIAL OF HOW TO USE CAPCUT BY: FEBLESS HERNANEFebless Hernane
CapCut is an easy-to-use video editing app perfect for beginners. To start, download and open CapCut on your phone. Tap "New Project" and select the videos or photos you want to edit. You can trim clips by dragging the edges, add text by tapping "Text," and include music by selecting "Audio." Enhance your video with filters and effects from the "Effects" menu. When you're happy with your video, tap the export button to save and share it. CapCut makes video editing simple and fun for everyone!
Can AI do good? at 'offtheCanvas' India HCI preludeAlan Dix
Invited talk at 'offtheCanvas' IndiaHCI prelude, 29th June 2024.
https://www.alandix.com/academic/talks/offtheCanvas-IndiaHCI2024/
The world is being changed fundamentally by AI and we are constantly faced with newspaper headlines about its harmful effects. However, there is also the potential to both ameliorate theses harms and use the new abilities of AI to transform society for the good. Can you make the difference?
Maximize Your Content with Beautiful Assets : Content & Asset for Landing Page pmgdscunsri
Figma is a cloud-based design tool widely used by designers for prototyping, UI/UX design, and real-time collaboration. With features such as precision pen tools, grid system, and reusable components, Figma makes it easy for teams to work together on design projects. Its flexibility and accessibility make Figma a top choice in the digital age.
Connect Conference 2022: Passive House - Economic and Environmental Solution...TE Studio
Passive House: The Economic and Environmental Solution for Sustainable Real Estate. Lecture by Tim Eian of TE Studio Passive House Design in November 2022 in Minneapolis.
- The Built Environment
- Let's imagine the perfect building
- The Passive House standard
- Why Passive House targets
- Clean Energy Plans?!
- How does Passive House compare and fit in?
- The business case for Passive House real estate
- Tools to quantify the value of Passive House
- What can I do?
- Resources
13. Non-Structural Damage Examples
Ceiling Systems
Mexico City Earthquake Seismic Non-Structural Considerations Niel Palmer, PE
1985 (D.C. Hopkins)
Seismic Bracing of Non-Structural Elements
14. Non-Structural Damage Examples
Lights
1965 Seattle-Tacoma Earthquake Photo
by Del Ogden Daily Olympian
Seismic Non-Structural Considerations Niel Palmer, PE
Seismic Bracing of Non-Structural Elements
16. Damage Examples
Piping
Seismic Non-Structural Considerations Niel Palmer, PE
Seismic Bracing of Non-Structural Elements
17. Non-Structural Damage Examples
Racking
1949 Olympia earthquake Photo
from Seattle Times Co.
Seismic Non-Structural Considerations Niel Palmer, PE
Seismic Bracing of Non-Structural Elements
18. What is the Point?
Why can’t I keep doing this the way I used to?
We learn new things after
every earthquake
Sometimes, old way was not
code compliant or enforced
Seismic Bracing of Non-Structural Elements
19. Code Purpose
The purpose of this code is to establish
the minimum requirements to
safeguard the public health, safety and
general welfare…
(IBC 2006, 101.3)
Seismic Bracing of Non-Structural Elements
21. Legal Progression:
How Did We Get Here?
State Law
• State statute requires use of building code to govern construction
in new and existing buildings. (Utah Admin. Code 58-56, R156-56)
• State law requires IBC 2006
IBC 2006
• 1613.1 Scope: Every structure, and portion thereof, including
nonstructural components that are permanently attached to
structures and their supports and attachments, shall be designed
and constructed to resist the effects of earthquake motions in
accordance with ASCE 7…
ASCE 7-05
• Provides guidance on determining seismic force used to design
bracing. Couple this with material specific codes and requirements
Seismic Bracing of Non-Structural Elements
22. Earthquake Basics
Forces (F=ma)
For earthquakes, although
everything in the building
may be hit with the same
acceleration, the mass
(weight) of the object
determines the force exerted.
Seismic Bracing of Non-Structural Elements
23. Earthquake Code Basics
Seismic Design Category
• Occupancy Category
• Seismic Accelerations
• Provided by Structural
Engineer of Record
Seismic Bracing of Non-Structural Elements
24. Earthquake Code Basics
Occupancy Categories
• Cat I: Low Hazard: Agricultural, temporary, minor storage
facilities
• Cat II: Typical Buildings
• Cat III: Substantial Hazard: Schools, jails, power generation,
water treatment, telecom
• Cat IV: Essential Facilities: Hospitals, fire, police, designated
shelters, aviation control towers, national defense
Seismic Bracing of Non-Structural Elements
25. Earthquake Code Basics
Importance Factor
• Ip=1.5 if any of the following exist
Component is required to function for life-safety purposes after
an earthquake, including fire protection sprinkler systems
The component contains hazardous materials
The component is in or attached to an Occupancy Category IV
structure and it is needed for continued operation of the facility
of its failure could impair the continued operation of the facility.
• Otherwise, Ip=1.0
Seismic Bracing of Non-Structural Elements
27. Building Element Bracing
Breakout Groups Task
• Mechanical, Electrical, and • Review Handout
Plumbing • Answer Questions
• Partitions, Ceilings, and • Present What Learned
Lights
• Cladding and Parapets Summarize
Seismic Bracing of Non-Structural Elements
31. How Do I Brace Things
Load Path
Provide a way for forces to
get back into structure
Seismic Bracing of Non-Structural Elements
32. How Do I Brace Things
Seismic Bracing of Non-Structural Elements
33. Resources
FEMA 389- Communicating with Owners and Unistrut Seismic Bracing Manual
Managers of New Buildings on Earthquake Risk: (http://www.unistrut.com/literature/index.php?doc
A Primer for Design Professionals =Seismic_App&pg=1)
(http://www.fema.gov/plan/prevent/ms/rmsp389)
B-Line Seismic Restraints (http://www.b-
FEMA 412- Installing Seismic Restraints for line.com/product/Seismic/index.asp)
Mechanical Equipment
(http://www.fema.gov/library/viewRecord.do?id=1
557)
FEMA 413- Installing Seismic Restraints for
Electrical Equipment
(http://www.fema.gov/library/viewRecord.do?id=1
436)
FEMA 414- Installing Seismic Restraints for Duct
and Pipe
(http://www.fema.gov/library/viewRecord.do?id=1
437)
Seismic Considerations for Steel Storage Racks
Located in Areas Accessible to the Public
(http://www.fema.gov/library/viewRecord.do?id=1
439)
Seismic Bracing of Non-Structural Elements
34. Seismic Bracing of
Non-Structural Components
by
Paul W. McMullin, SE, PhD
Seismic Bracing of Non-Structural Components
November 17, 2008