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Task NA 3.6 Preparatory Course on Seismic Qualification Bristol, 11-12 January 2011 Introduction to seismic qualification Prof Colin Taylor, University of Bristol

Task NA 3.6 Preparatory Course on Seismic Qualification - Introduction To... · Preparatory Course on Seismic Qualification ... Jan 11-12 2011 What is Seismic Qualification? ... Final

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Task NA 3.6Preparatory Course on Seismic QualificationBristol, 11-12 January 2011

Introduction to seismic qualification

Prof Colin Taylor, University of Bristol

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

The presentation

Why seismic qualification?Origins and characteristics of earthquakesStructural response to earthquakesThe seismic qualification process▫ Test specifications▫ Required Response Spectra (RRS) and Test Response Spectra

(TRS)▫ Project documents▫ Test equipment and instrumentation▫ Exploratory tests▫ Seismic tests▫ Functional test

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Sichuan, China, 12 May 2008

AP Photo/Kyodo News/Takanori Sekine

AP Photo/Kyodo News/Takanori Sekine

AP Photo color/China Photo

70,000+ dead

3 million homeless

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Interior of Apartment Building

From http://www.smate.wwu.edu/teched/geology/eq-CA-Northridge1.html

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011From http://www.smate.wwu.edu/

Interior Damage to Schools

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011From http://www.theberkeleygraduate.com/2009/10/preparing-for-an-earthquake/From http://www.cfht.hawaii.edu/EARTHQUAKE/PHOTOS/IMGP0723_library1.JPG

Damage to Shelving and Storage

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Sichuan – 12 May 2008

Source: USGS

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Sichuan – 12/05/08 event & aftershocks

Source: USGS

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Sichuan – thrust fault

Source: USGS

Source: USGS

Source: USGS

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Northridge, California, Earthquake, 1994 24 Hour Seismogram

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

UK strong ground motion

Synthetic UK hard rock ground acceleration scaled to 1g PGA

-10

-5

0

5

10

15

0 1 2 3 4 5 6 7 8

Time / s

Acce

l / m

s-2

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Seismic response

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Elastic structural dynamic response

Mode 1 Mode 2 Mode 3

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

MDOF simulation and secondary structure response

4-storey with quake and tmd v8 090910.ds

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Dynamic models

• Natural frequency and period

• Mass - m• Stiffness - k• Damping – c• Displacement - x

• Equation of motiongxmtPkxxcxm &&&&& −==++ )(

sradmk /=ω

ωπ2

=T seconds

Internal inertia force

Internal damping

force

Internal ‘stiffness’

force

External (earthquake)

force

Mass (m)

Relativedisplacement x(t)

Ground displacement

xg(t)

Damping( c )

Stiffness(k)

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Elastic response

single elastic and single plastic with elastic tmd 240310.ds

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Elastic response

0 10 20 30 40 50 60-10

-5

0

5

10El Centro, USA (May 1940), 270deg

time (s)

Tota

l Acc

el. (

m/s

/s)

0 10 20 30 40 50 60-10

-5

0

5

10

time (s)

Tota

l Acc

el. (

m/s

/s)

0 10 20 30 40 50 60-10

-5

0

5

10

time (s)

Tota

l Acc

el. (

m/s

/s)

T=0.2s

T=0.5s

T=1.0s

peak = 6.51m/s/s

peak = 8.34m/s/s

peak = 5.07m/s/s

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 13

4

5

6

7

8

9

Period T (s)

Pea

k To

tal A

ccel

.(m/s

/s)

Acceleration Response Spectrum

Elastic acceleration response spectrum

6.51

8.34

5.07

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Design response spectrum

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 20

0.5

1

1.5

2

2.5

3

3.5

4

4.5

Period T (s)

Pea

k To

tal A

ccel

.(m/s

/s) A Design Spectrum

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

What is Seismic Qualification? One of many types of tests used to verify that a specimen can function under a range of

environmental conditions▫ Shake the specimen with representative earthquake loads▫ Numerical analysis▫ Reference to previous test database

Other environmental tests include:▫ Air temperature – High, Low, Change▫ Air – Pressure, speed▫ Humidity Range: Dry to Wet – especially for outdoors equipment▫ Water – Rain, ice & frost▫ Radiation – Solar , heat▫ Mechanical substances – Dust, sand▫ Chemical substances – Sulphur, chlorine, nitrogen, hydrogen fluoride, ozone▫ Flora and Fauna – Micro organisms, rodents, insects▫ Shock Loading – High g tests (up to 400g) normally by drop test▫ Office vibration – 1-100Hz sine sweeps 30 mins / sweep▫ EMC tests – Radio, microwave interference

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Who needs Seismic Qualification?

Nuclear Industry▫ Power stations▫ Submarine bases

Telecoms Industry▫ Equipment (cabinets and contents)

for installation in Europe / USA / Japan / Taiwan etc.

Engineering Consultancies ▫ Validation of FE analysis

e.g. non-linear dynamic contact elements

Engineering Contractors▫ Testing of new materials / construction techniques

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Test Specifications BELLCORE – NEBS

NEBSTM Requirements: Physical ProtectionTelcordia Technologies Generic RequirementsGR-63-CORE Issue 2, April 2002

IEC 60068-2-57 International Test StandardEnvironmental testing –Part 2-57: Tests – Test Ff: Vibration – Time-history method

ETSI EN 300 019-2-3 V2.2.2 (2003-04)European Standard (Telecommunications series)Environmental Engineering (EE); Environmental conditions and

environmental tests for telecommunications equipment; Part 2-3: Specification of environmental tests; Stationary use at weather protected locations

IEEE-87

Custom – British Energy

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Telcordia Earthquake Zone Map

From GR-63-CORE Issue 2, April 2002

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011From GR-63-CORE Issue 2, April 2002

GR-63-CORE Response Spectra

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011From GR-63-CORE Issue 2, April 2002

GR-63-CORE Response Spectra

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Develop specific secondary response spectra

Typically from dynamic FE analysis of building system

Calculate floor time history response and response spectra

Rules for idealising shape of spectra

▫ Peak broadening▫ Enveloping▫ etc

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Typical Test SequencePreliminary meetings to agree test specification including:

Equipment requirementsMain test spectraNumber and amplitude of shakes Exploratory test requirementsDetails of functions testing

Preparation of test documentation – QP, TMSGenerate shakes ready for testingArrival of specimen, examination for transport damageMount specimen on shaking tableInstall instrumentationFunctional testsExploratory testsFunctional testsMain seismic tests including basic data processingFunctional testsRemove specimen from shaking table and return to clientFinal data processing and produce test report

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Requirements of Test House

Necessary testing equipment – shaking tableAdditional equipment – power (3 phase), air line, water etc.Calibrated InstrumentsA fully operating QA systemSkilled operators

Within the University of Bristol BEELAB performs this role

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Test Equipment – Shaking table

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Project Documentation

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Calibration Certificates

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Typical Test Specimens• Electronics

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Mounting Arrangements • Mounted as will be installed on site• Both location and style of connection

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Instrumentation Acceleration:

Shaking table: 3 axisSpecimen Top: 3 axisSpecimen mid height : 3 axis

Displacement:Specimen Top: 2 axis

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Exploratory Tests To ascertain main frequencies of test itemUse random excitation or sine sweeps. Excitation levels predefinedResults may be used to modify main test sequence

Results for a telecoms cabinet ( X and Y axes)

Main Natural Frequency: 9.8 Hz Damping: 2.4 %

Main Natural Frequency: 8.5 Hz Damping: 2.6 %

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Exploratory Tests• Sine sweep test data• In-house processing of results

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Functional TestsTo confirm test item operates after (and during) a seismic event

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Typical Shake Sequences Triaxial Shakes:25%, 50%, 75%, 100%, 140% (and back down)5 at 25%, 1 at 100%, 1 at 140%5 at OBE, 1 DBE, 1 SSEOther combinations are possibleShakes more than 100% are used to check for “cliff edge” effects

Single Axis Shakes:BELLCORE100% each axis

-2.00

-1.50

-1.00

-0.50

0.00

0.50

1.00

1.50

2.00

0 5 10 15 20 25 30 35

Time (s)

Zone 4 accel (g)Zone 2 accel (g)

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Signal shaping

Prescribed time history▫ E.g. Bellcore▫ Adjust table control to fit table motion to prescribed history within allowed

tolerances

Generate synthetic table time history that envelopes Required Response Spectrum▫ At key frequencies (e.g. 1/3rd octave) ▫ Iterative approach▫ Statistical independence of motions

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Typical Test Specimens • Telecoms, Mechanical Equipment

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Typical Test Specimens• Subsea unit for oil well Xmas tree - Operation and Transportation tests

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Typical Test DataX axis - Run 1 Failed to envelope X axis - Run 2 Enveloped

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011

Horizontal BELLCORE shakeExample Test

SEISMIC ENGINEERING RESEARCH INFRASTRUCTURES FOR EUROPEAN SYNERGIES

SERIES Training Course - Bristol, Jan 11-12 2011