12
Fire Resistant Design Criteria of Tall Steel Building Structures Y C Wang Manchester Centre for Civil and Construction Engineering, UMIST, UK

PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess

  • Upload
    others

  • View
    2

  • Download
    0

Embed Size (px)

Citation preview

Page 1: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess

Fire Resistant Design Criteria of Tall Steel Building Structures

Y C WangManchester Centre for Civil and

Construction Engineering, UMIST, UK

Page 2: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess
Page 3: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess

Design Options

• To prevent structural collapse• To design for global structural damage• To design for local structural damage• To prevent any structural damage

Page 4: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess

Acceptable Damage

Page 5: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess
Page 6: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess

Global Damage

A B CA B C D

D

Page 7: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess

A B C DA B C D

Page 8: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess

Local Damage

Page 9: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess
Page 10: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess
Page 11: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess

Design for No Structural Damage

• Prevent column failure• Limit residual deflections of beams

Page 12: PowerPoint Presentation - fire-research.group.shef.ac.ukfire-research.group.shef.ac.uk/steelinfire/downloads/YW_stiff_03.pdf · Title: PowerPoint Presentation Author: Ian Burgess

Risk Assessment

Building important?Complete Collapse

No

Yes

Design for no collapse

Improve ductility to prolong time of safe occupant escape

Global damage acceptable?

Local damage

No

No damage

Yes

Global damageYes

Repair difficult and expensive?

No