Science and Technology Research Partnershipfor Sustainable Development : SATREPSInternational Symposium on Earthquake & Tsunami Disaster Reduction-Learning from the Great East Japan Earthquake–Outputs from Peru
on SATREPS Project
March 13, 2012

Carlos ZAVALA
Professor, National Universityof Engineering, UNI, Peru.
1

Science and Technology Research Partnershipfor Sustainable Development : SATREPS
JST: Japan Science and Technology Agency
JICA: Japan International Cooperation Agency

MEXT, JST

1) Environment and Energy2) Bioresources3) Natural Disaster Prevention4) Infectious Diseases Control

Collaboration

MOFA, JICA

Technical CooperationSupportInternational
Joint Research
Research Institutions inJapan
Chiba Univiversity

ResearchPartnershipResearch Institutions inDeveloping Countries
CISMID/FIC/UNI2

Peruvian Working Team

G5: Chiba Univ.（PI）（Project Management, DisasterMitigation Plan）

Needs in Peru
•Sustainable Development•Reduction of Losses from EQ•Regional Characteristics•Implementation Technology

G1: Chiba Univ.
(Seismic M,Geotech)

International Joint-research Project

G2:Tohoku
Univ.
(Tsunami)

G3: BRI（Building）

G4: Tokyo Tech
(DamageAssessment)

Japanese Research Team

Enhancement of Earthquake and Tsunami
Disaster Mitigation Technology in Peru
G5: INDECI & CENEPRED（Project Management, Disaster Mitigation Plan）

G1: IGP-CISMID
G1-A Seismic Motions: IGP
G1-B Geotechnical: CISMID

G2: IGP-DHN-UNMSM
G2-A Tsunami Data A/P: DHN UNMSM
G2-B Tsunami Warning: IGP

G3: CISMID（Building）
MVCyS-MCULU.P.Tacna

Peruvian
Research Team

G4: CISMID &CONIDA(Damage Assessment)

Development and Implementation of EQ & T Disaster Mitigation Technology in Peru
Knowledge Transfer to Other Pacific-Rim Countries

4SATREPS OUTPUTS RELATED WITH
APPLICATION OF NEW EQUIPMENTSeismometer implemetation on SATREPS Project

NATIONAL UNIVERSITY OF ENGINEERINGFACULTY OF CIVIL ENGINEERINGJAPAN-PERU CENTER FOR EARTHQUAKEENGINEERING RESEARCH AND
DISASTER MITIGATION - CISMIDITK Sensor Monitoring Network
ITK-P01

ITK-P03

Proposal Location

ITK-P02

ITK-06

Sensor Working

Capture Signal at Structural Lab
CISMID-FIC-UNI
Aceleration (cm/seg2)

6.000

10CISMID-FIC-UNI ITK-06 IP-Sensor
13/07/2011 -05:07 hrs

CISMID-FIC-UNI ITK-06 IP-Sensor
16/09/2011 -16:50 hrs

4.000
2.000
NS

0.000
-2.000

11001
2001
3001
4001
5001
6001
7001
8001
9001
10001
11001
12001
13001
14001
15001
16001
17001

ITK-06EW
UD-4.000-6.000Aceleration (cm/seg2)

8642019:03:22-2

19:06:14

19:09:07

19:12:00

19:14:53

NSEW
19:17:46 UD-4-6-8-10Time

Wave Propagation arrival simulation to Peruvian
Costal areas on 11/3/2011 Tohoku Tsunami

12MSc. Bruno Adriano

Test of I-walls

13

Wall-01- Final State

Wall-01- Final StateLOW DUCTILITY WALL TESTADQUISITION SENSORS FOR MEASURING
RANGE
25505010010050503030303050503030
1050505050
2000
2000
2000
2000
2000
2000

TIPO
ACT. 25t/4755µ
JACK AJACK B
CDP
CDP
CDP
CDP
CDP
CDP
CDP
CDP
KY 2794µ/FS
KY 2819µ/FS
KY
KY
CDP
CDP
CDP
CDP
CDP
gage factor 2.08
gage factor 2.08
gage factor 2.08
gage factor 2.08
gage factor 2.08
gage factor 2.08

UNITTTTmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmµµµµµµORIGIN
AXIAL LOADFEEDBACK HORIZONTAL LOAD‐A
HORIZONTAL DISPLACEMENT SOUTHHORIZONTAL DISPLACEMENT NORTH
HORIZONTAL DISPLACEMENT EAST H/2HORIZONTAL DISPLACEMENT WEST H/2RANGE
5010050‐‐‐‐‐TIPO
JACK ACDP
JACK B‐‐‐‐‐UNIT
TmmT‐‐‐‐‐

500HORIZONTAL DISPLACEMENT EAST H/6HORIZONTAL DISPLACEMENT WEST H/6400VERTICAL DISPLACEMENT EAST H/6VERTICAL DISPLACEMENT WEST H/6300DIAGONAL DISPLACEMENT EASTDIAGONAL DISPLACEMENT WEST200HORIZONTAL DISPLACEMENT EAST H/6 CENTER
HORIZONTAL DISPLACEMENT WEST H/6 CENTERHORIZONTAL DISPLACEMENT EAST BOTTON BASEVERTICAL DISPLACEMENT WESTVERTICAL DISPLACEMENT WESTVERTICAL DISPLACEMENT EASTVERTICAL DISPLACEMENT EASTEAST ɸ 1/2 BORDESEAST ɸ MALLA DE MUROEAST ɸ MALLA DE CIMENTACIONWEST ɸ MALLA DE CIMENTACIONWEST ɸ MALLA DE MURO
WEST ɸ 1/2 BORDES-20100-15-10-50-2.185, 7.2505-100-200-300-400

CONTROL SENSORS FOR DRIVE JACKS ON CONTROLLER
CH‐MONITOR
CH‐1CH‐2CH‐3CH‐4CISMID/FIC/UNI-JICA SATREPS Project
Low ductility concrete wall - Wall 02
18/02/2012

FEEDBACK HORIZONTAL LOAD‐B

Base Shear (kN)

CH‐NUMBER
CH‐0CH‐1CH‐2CH‐3CH‐4CH‐5CH‐6CH‐7CH‐8CH‐9CH‐10CH‐11CH‐12CH‐13CH‐14CH‐15CH‐16CH‐17CH‐18CH‐19CH‐20‐ST 07
CH‐21‐ST 08
CH‐22‐ST 09
CH‐23‐ST 10
CH‐24‐ST 11
CH‐25‐ST 12ORIGIN
FEEDBACK HORIZONTAL LOAD‐A
JACK CONTROL MASTERFEEDBACK HORIZONTAL LOAD‐B‐‐‐‐‐-500
Displacement (mm)101520