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Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3 Pawel Krupa Joakim Sandström Oskar Lind Ross Johnston

final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

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Page 1: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Presentation - Client Fire Safety Assessment - 15 March 2014

Group 3.3

Pawel Krupa Joakim Sandström Oskar Lind Ross Johnston

Page 2: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

CONTENTS

Brief

• Assessment Methodology

-People Movement

-Smoke Management

-Structural Response

• Design Recommendations

Page 3: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

Scenario Brief

• Fire heating structure

from underneath balcony.from underneath balcony.

• Mechanical ventilation

•100% of structural load

•Fire type – ISO 834 •Fire type – ISO 834

• 5 Levels above ground

floor. 200 people occupying

each level

Page 4: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

HOLISTIC DESIGN APPROACH

Smoke

People

Structural

Response

Page 5: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

ADVANCED CALCULATION – PEOPLE MOVE

Page 6: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

ADVANCED CALCULATION – PEOPLE MOVE

Page 7: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

ADVANCED CALCULATION – PEOPLE MOVE

Evacuation Time (minutes : seconds)

– based on 200 people per floor. Escape rate 60p/min. Also – based on 200 people per floor. Escape rate 60p/min. Also

considered no escape rate, not as onerous.

Level 5: 3:57

Level 4: 4:16

Level 3: 4:46

Level 2: 4:57

Level 1: 5:21Level 1: 5:21

Ground Floor: 7:03

Bottle neck at ground floor, need additional exits

Page 8: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

ADVANCED CALCULATION - FDS

Page 9: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

RSET - ASET

18

21

7

11

14

18

He

igh

t [m

]

Evacuation height

Smoke filling height

0

4

7

0 5 10 15Time [min]

Smoke filling height

Page 10: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

ADVANCED CALCULATION – LS DYNA

500

600

700

800

900

1 000

Te

mp

era

ture

[°C

]

Time-temperature curves

concrete

web2

web1

0

100

200

300

400

500

0.00 600.00 1 200.00 1 800.00 2 400.00 3 000.00 3 600.00

Te

mp

era

ture

[

Time [s]

bottom flange edges

bottom flange center

top flange edges

top flange center

ISO fire curve

Page 11: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

Page 12: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

0.08

0.10

0.12

0.14

Ve

rtic

al

dis

pla

cem

en

t (z

-

dis

pla

cem

en

t) [

m]

-0.02

0.00

0.02

0.04

0.06

0.08

0 50 100 150 200 250 300 350 400

Ve

rtic

al

dis

pla

cem

en

t (z

dis

pla

cem

en

t) [

m]

Time [s]

Page 13: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

Page 14: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

COMPARISON

Advanced model comprised part of overall continuous structure. For

accurate design, required application of additional loading.accurate design, required application of additional loading.

Simplified design approach allowed for check. With advanced

analysis, important to sum up forces within model, and compare

with applied permanent + variable.

Page 15: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

1. Ensure appropriate cover to concrete and thickness of steel flange.

Small increase in section design leads to reduced need for applied

Design Recommendations:

Small increase in section design leads to reduced need for applied

fire protection. Also need to ensure protection of fire fighters inside

building.

2. Introduce additional exits at rear of each level and at ground floor to

prevent ‘bottleneck’ on ground floor.

3. Move mechanical ventilation away from balcony, forcing smoke flow

diagonally away from where persons will be descending staircasesdiagonally away from where persons will be descending staircases

4. Provide reservoir glazing under balcony parapet at stairs.

5. Include sufficient illuminated escape signage with emergency lighting

to guide persons to safety during escape.

Page 16: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

Page 17: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Brief Methodology People Smoke Structure Recommendation

Page 18: final presentation group 3.3 - Copypeople.fsv.cvut.cz/~wald/fire/ifer/2014-Training_school/Presentation… · Presentation - Client Fire Safety Assessment - 15 March 2014 Group 3.3

Thank you, Questions?