“Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2...

43
“Ductility is Damage” People Don’t want to live in Damaged Buildings Akira Wada Professor Emeritus Tokyo Institute of Technology ATC & JSCA 2014.12.02

Transcript of “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2...

Page 1: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

“Ductility is Damage”People Don’t want to live in

Damaged Buildings

Akira WadaProfessor Emeritus

Tokyo Institute of Technology

ATC & JSCA 2014.12.02

Page 2: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Professors recommend Ductile Frames

to students.

Akira Wada ATC & JSCA 2

Page 3: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Ductility is Damage 1/2

• The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R factors are 2 to 8 in the USA.

• Almost all structural engineers rely on the plastic deformability of beams, columns and walls of building structures during seismic design of structures.

Akira Wada ATC & JSCA 3

Page 4: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Ductility is Damage 2/2

• The ductility as plastic deformation of frames is the damage of structures.

• This is easy to understand for young boys and girls to old ladies and gentlemen.

• Normal people don’t want to live in the damaged buildings. Then, these damaged buildings become to be demolished after the big earthquake.

Akira Wada ATC & JSCA 4

Page 5: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

“Designed to protect life in extreme event, but damage is expected”

Prof. Stephen Mahin said.

Akira Wada ATC & JSCA 5

Page 6: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

株式会社新井組 1995年技術研究報告集より

Kobe Earthquake 1995

Akira Wada ATC & JSCA 6

Page 7: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

株式会社新井組 1995年技術研究報告集よりAkira Wada ATC & JSCA 7

Page 8: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

株式会社新井組 1995年技術研究報告集より

Perfectly Demolished after 1995 Earthquake

Akira Wada ATC & JSCA 8

Page 9: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

All trucks were bringing huge

gavages produced from

collapsed buildings and demolished buildings.

Page 10: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Residual displacements of 14 story Steel Concrete Apartment Building in Sendai-City

Akira Wada ATC & JSCA 10

Page 11: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Residual displacements of 14 story Steel Concrete Apartment Building in Sendai-City

Akira Wada ATC & JSCA 11

Page 12: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

12 story Steel Concrete Apartment Building of Sendai-City

Courtesy of Prof. Yasushi Sanada, Osaka UniversityAkira Wada ATC & JSCA 12

Page 13: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Christchurch before 2011 Earthquake

Akira Wada ATC & JSCA 13

Page 14: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Christchurch after 2011 Earthquake

Page 15: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Current Seismic Design

H. Only Human life to be safeB. Building cannot use after repairC. No Continuous Use after earthquake

We can not make our city sustainable and resilience against big earthquake.We need to change our seismic design

concept.Akira Wada ATC & JSCA 15

Page 16: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

New Seismic Design

H. Human life have to be safeB. Building can use after some repairedC. Continuous Use just after earthquake

Against Small and Medium Earthquake ----We can satisfy H, B and C easily.

Against Big Earthquake -----We have to satisfy H and B, some case C.

Akira Wada ATC & JSCA 16

Page 17: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

• Seismic Isolated Structures• Passive Controlled Structures• Stepping Columns Structures• Elastic Joints of Pre-casted RC• Other Good Structures

New Seismic Structures

Akira Wada ATC & JSCA 17

Page 18: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Seismic Isolated Steel Tall Building constructed in TITech.

Akira Wada ATC & JSCA 18

Page 19: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Akira Wada

Seismicisolated

apartmentbuildingstaller than 30 story

buildings

ATC & JSCA 19

Page 20: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Building Structures Primary Structure Seismic Members

(To Support Vertical Load) (To absorb earthquake energy)

= +

Damage Controlled Structures

Akira Wada ATC & JSCA 20

Page 21: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Collar bone

Some kind of Sacrifice for Human Body

We have to learn good ideas from Nature

Akira Wada ATC & JSCA 21

Page 22: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

A Bumper protecting people and BusAkira Wada ATC & JSCA 22

Page 23: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

A Fuse protecting important PCAkira Wada ATC & JSCA 23

Page 24: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Akira Wada ATC & JSCA 24

Page 25: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Detail of Unbonded Braces4.

0m

6.4mAkira Wada ATC & JSCA 25

Page 26: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Many Unbonded Braces are Installed

Akira Wada ATC & JSCA 26

Page 27: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Fig. 1 Earthquake ground motion vs. Damage or Repair costAkira Wada ATC & JSCA 27

Page 28: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Akira Wada ATC & JSCA 28

Page 29: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Now in Tokyo

Akira Wada ATC & JSCA 29

Page 30: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

----Seismicintensity

Damages of buildings in the city after big earthquake, in the case that all buildings were designed as ductile frame structure.Akira Wada ATC & JSCA 30

Page 31: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Damages of buildings in the city after big earthquake, in the case that all buildings were designed as strength oriented structure.

----Seismicintensity

Akira Wada ATC & JSCA 31

Page 32: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Damages of buildings in the city after big earthquake, in the case that all buildings were designed as passive controlled structures.

----Seismicintensity

Akira Wada ATC & JSCA 32

Page 33: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Almost no damage of building in the city after big earthquake, in the case that all buildings were designed as seismic isolated structures.

----Seismicintensity

Akira Wada ATC & JSCA 33

Page 34: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Almost all buildings will be perfectly collapsed by the next bigearthquake when these buildings have poor seismic performance.

Man

y bu

ildin

gs in

the

city

Big earthquake occurs

YearPresent 100 200 300 400 500

Akira Wada ATC & JSCA 34

Page 35: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Many buildings will be demolished after the next big earthquake whenthese buildings are designed by ductile moment structural system.

Man

y bu

ildin

gs in

the

city

Big earthquake occurs

YearPresent 100 200 300 400 500

Akira Wada ATC & JSCA 35

Page 36: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Big earthquake occurs

Year

Man

y bu

ildin

gs in

the

city

Present 100 200 300 400 500

Akira Wada ATC & JSCA 36

Only few buildings will suffer damages by the next big earthquakewhen all buildings are using seismic isolated or passive controlledstructures or new technologies.

Page 37: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Conclusion 1/3• Who does pay money for demolishing

many damaged buildings and clean up the damaged city?

• Does money come from insurance, city, prefecture, government or owner?

• When owner did not need to pay it, they will built ductile building, because it seems like cheap.

• A city is consisted of many buildings.Akira Wada ATC & JSCA 37

Page 38: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Conclusion 2/3• After major earthquake, structural engineers

put red tags to damaged buildings, even if these buildings are not so severe damage, they tend to put red tag.

• People don't want to return to the red tag building.

• When many buildings were demolished in a city, we can not stay in the city and we can’t say that we make a resilient city.

Akira Wada ATC & JSCA 38

Page 39: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Conclusion 3/3

• We have to consider not only resilience of a building, but also resilience of a city consist of many buildings.

• Then we can not recommended to make buildings rely to large ductility.

• When we make a rule that owner have to pay, people will built his building more strong.

Akira Wada ATC & JSCA 39

Page 40: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

An individual building iscomponent of a big city

• The probability of occurrence of a large earthquake ground motion could be neglected in the design process of a building under the economic consideration and the engineering judgments.

• However, this would be a big gamble of the city.

Akira Wada ATC & JSCA 40

Page 41: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Seismic design for a big city

• The seismic issues of a city cannot be solved, if the seismic resistance of its individual building is determined only from the relationship between the life of a single building and the earthquake occurrence in its life span.

• We have to make resilience city and country against big earthquake.

Akira Wada ATC & JSCA 41

Page 42: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Prof. Robert Parkat Canterbury University

Prof. R. Park introduced ductile moment reinforced concrete frames in earthquake prone countries, but he have said at that time:

Ductility is not final goal.

Akira Wada ATC & JSCA 42

Page 43: “Ductility is Damage” - Applied Technology Council · 2017-06-21 · Ductility is Damage 1/2 • The Ds values are 0.25 to 0.55 in Japanese seismic design procedure, and the R

Thank you very much for your attention.

We, structural engineers, have a missionto make the world a better place to live.

Akira Wada

Akira Wada ATC & JSCA 43