ChiChi%20Earthquake,%20Taiwan,%20%2021%20September%201999 - PowerPoint PPT Presentation

About This Presentation
Title:

ChiChi%20Earthquake,%20Taiwan,%20%2021%20September%201999

Description:

Intensity VII ( 0.4 g) rolled but not thrown. Minor to moderate. damage (MSKIntensity VIII) ... MSK Intensity VIII. VII. VII. VII. VIII. VIII. VIII. 1 km ... – PowerPoint PPT presentation

Number of Views:32
Avg rating:3.0/5.0
Slides: 46
Provided by: Rog871
Category:

less

Transcript and Presenter's Notes

Title: ChiChi%20Earthquake,%20Taiwan,%20%2021%20September%201999


1
ChiChi Earthquake, Taiwan, 21 September 1999
2
Propagation _at_3 km/sec. Slip velocity less
3
Building Damage
  • wrong design
  • wrong construction
  • wrong location
  • engineer
  • contractor
  • geologist

4
Wrong Engineering
  • Ground floor too weak
  • Building not symmetrical
  • Too close to next building
  • Foundations not deep enough
  • Accelerations too large (inappropriate seismology
    and geology input)

Conclusion Taiwanese Engineering is
Exceptionally good. 95 success. Most
buildings held!
5
Construction problems in concrete structures
  • Weak cement (should be strong)
  • Brittle steel (should be ductile)
  • Insufficient stirrups in columns
  • Wrong positioning of steel
  • Weak wall/column bonding

6
(No Transcript)
7
(No Transcript)
8
(No Transcript)
9
(No Transcript)
10
(No Transcript)
11
(No Transcript)
12
(No Transcript)
13
(No Transcript)
14
Geology seismology
  • Where are the faults?
  • How often do they move?
  • Liquefaction?
  • Basin Resonance?
  • Accelerations near fault? (Brune ripple)
  • Focussing effects? (Heaton pulse)

15
Lateral spreading Liquefaction in Wufeng
16
Liquefaction-induced sand-venting through lateral
spreading fissures
17
(No Transcript)
18
Accelerations near the surface rupture
2.5 km/sec
Brune ripple
19
Toe collapse and hanging wall accelerations
How fast did the fault slip near the surface? How
did toe of thrust deform?
20
(No Transcript)
21
(No Transcript)
22
(No Transcript)
23
(No Transcript)
24
(No Transcript)
25
(No Transcript)
26
(No Transcript)
27
(No Transcript)
28
Minor to moderate damage (MSKIntensity VIII)
29
(No Transcript)
30
VIII
VII
VIII
VII
VIII
VII
1 km
31
(No Transcript)
32
Conclusions on thrust emplacement 1. Slip was
relatively slow (velocities 1-2 m/sec) 2.
Accelerations were less than 0.5 g on the toe of
the thrust Brune ripple apparently not
applicable to thrust faults in western Taiwan
33
(No Transcript)
34
(No Transcript)
35
(No Transcript)
36
(No Transcript)
37
(No Transcript)
38
(No Transcript)
39
(No Transcript)
40
(No Transcript)
41
(No Transcript)
42
50-m-WIDE ZONE OF ROTATION SHORTENING
43
Conclusions
  • Structures must not be built on faults
  • Width of zone damage zone 50 m on hanging wall
    near bedrock
  • Width of severe damage 1 km in sediments

Observation Many schools and bridges built near
or across faults!
44
recommendations
  • Need better acceleration data from fault zones
    (make fault zones parks)
  • Instrument and map thrust faults to north
  • Need to ensure that contractors understand the
    need for tied stirrups, and correct density. in
    concrete columns.
  • Need to avoid regions of known liquefaction (make
    fissured zones into parks)

45
High tech. reccommendation
  • Inexpensive accelerometers could be included in
    every new building in Taiwan as a Black Box
    recorder like those used in aircraft.
  • Cost could be less than 100 given Taiwanese
    ingenuity and experience!
  • This would make contractors realize that they
    will have to answer for bad construction
    practices!
Write a Comment
User Comments (0)
About PowerShow.com