ENHANCING INSTITUTIONAL CAPACITIES TO REDUCE DISASTER RISK

AND TO INTEGRATE CLIMATE CHANGE IN JORDAN ϕϓϔϔ-ϕϓϔϚ

Dr. Engineer Jamal Qtaishat ϕ nd Arab Confrence on Disaster Risk Reduction

ϔϚ-ϔϞ Sept/ϕϓϔϚ Sharm ElSheikh

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ENHANCING INSTITUTIONAL CAPACITIES

TO REDUCE DISASTER RISK AND TO INTEGRATE CLIMATE CHANGE IN JORDAN

ϕϓϔϔ-ϕϓϔϚ Coordinating Authority: Ministry of Planning and International Cooperation Implementing Partners: JNBC, JCD, ASEZA, PDTRA Financial Support: Swiss Agency for Development and Cooperation, Government of Jordan, United Nations Development Programme, JTI Total Budget: $ϔ,Ϡϓϕ,ϠϜϓ

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Integrating DRR and CCA – and relating synergies to Poverty

Reduction and strengthening national and local DRR mechanisms of coordination and cooperation

Enhance DRR institutional capacity in two high risk zones, Petra and Aqaba

Enhanced national capacity to mitigate Seismic Risks

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Development of Jordanian Building Codes

Development of Seismic Hazard Maps For Jordan

ACADEMIC COURSE ON “EARTHQUAKE ENGINEERING”

Supporting Training and Accreditation of Trainers on Seismic Building Assessment and Retrofit Design

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Trained ϕϜ civil engineers from different stakeholder organizations who are now capacitated in structural and non structural analysis and assessments

Updated National Building Codes to correspond to the UBC

Trained Engineers concluded retrofit designs of ϔϜ critical buildings, i.e schools and Civil Defense Center

Updated Jordan’s Seismic Hazard Map

Developed a university curriculum on Earthquake Engineering

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Jordanian National Building Council (JNBC) is dedicated to the development of Jordanian Codes to be single family of Comprehensive Consistent.

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To develop and update the local Reinforced Concrete and Seismic Codes Based upon the latest References and best Inter National Practices .

To Unify the Jordanian Codes regarding Coefficients to serve the Purpose of upgrading the design criteria and engineering Practices .

To adopt latest technical engineering standards in retrofitting existing buildings for seismic forces.

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The need for homogeneous codes and clear conditions for sustainability and safety of buildings within its life time.

To upgrade the Jordanian seismic map to be more precise and realistic.

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Current Codes for Reinforced and Plain Concrete Structures Based on: BRITISH STANDARD,

BS Ϯϔϔϓ: Part ϔ:ϔϯϯϠ BRITISH STANDARD,

BS Ϯϔϔϓ: Part ϕ:ϔϯϮϜ

المملكة األردنية الهاشمية

كودات البناء الوطني األردني

وزارة األشغال العامة واإلسكان

كودةالخرسانة اإلنشائية المجلد األول الجزء الثاني

عمان 2008

) 5/2008ك.ب.أ (

المملكة األردنية الهاشمية

كودات البناء الوطني األردني

وزارة األشغال العامة واإلسكان

كودة

الخرسانة اإلنشائية المجلد األول الجزء األول

عمان

2008

) 5/2008ك.ب.أ (

الطبعة الثانية

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Current Codes for Reinforced and Plain Concrete Structures

Based on: ACI ϖϔϮ-ϓϕ

Simplified form. Limitations and

conditions of use (only ۱۲ meters height!)

For Higher buildings refer to ACI-۰۲ !!

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Current Seismic-Resistant Building Code

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From Zoning to Seismic Risk Maps “ Seismic Hazard Analysis”.

Probabilistic Seismic Hazard Analysis (logic tree concepts)

A probability of exceedance of ϔϓ% in Ϝϓ years.

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SA at ۰.۲s

New Seismic map

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risk assessment of Amman Municipality project (Jaradat et al., ۲۰۰۸)

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Seismotectonic model of the

Research Nuclear Reactor

in the Jordan University of Science and Technology,

JRTR project (Al-Qaryouti et al.,

۲۰۱۳).

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‘Assessment of Earthquake Hazards

in Jordan and Mitigation of their

environmental Impacts’, RSS report.

‘Jordan Seismic Hazard Mapping / FINAL REPORT

۲۰.۰۷.۰٤ .

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•The first seismic hazard maps for Jordan in terms of PGA, SA at ۰.۲ second and SA at ۱.۰ second for a probability of exceedence of ۱۰% in ٥۰ years have been established.

خالل %) ۱۰(اول خارطة خطر زلزالي في االردن مبنية على التسارع االرضي االعظمي واحتمالية حدوث ()خمسون سنة

•The general seismicity of the Dead sea fault system is dominant in regard of the PGA, SA @ ۰.۲ s in the DST region.

ثانية في ) ۰٫۲(الصفة العامة السائدة في منطقة فالق البحر الميت مبنية على التسارع االرضي االعظمي ()منطقة البحر الميت

•The maximum values ov all seismic hazard values exist within the dead sea line in two areas Aqaba and Southern Wadi Araba.

)العقبة وجنوب وادي عربه -القيم العظمى لخطر الزالزل في منطقة فالق البحر الميت منطقة ( •The general results of this study are comparable with the most related studies in the region Namely Saudi Arabia and Palestine.

نتائج الدراسة بشكل عام تم تدقيقها ومراجعتها من حيث تالئم النتائج الزلزالية للمناطق الحدودية للملكة ()السعودية وفلسطين

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تطوير مساق تدريسي لطلبة الهندسة المدنية في الجامعات االردنية لمرحلة البكالوريوس حول تصميم وتقييم المباني القائمة ورفع قدرتها لمقاومة افعال الزالزل

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The new graduate engineers will fit to market Requirements with regards to analysis , design , implementation, assessment and retrofitting.

Develop the technical requirements for Jordanian universities based upon demand to retrofit existing buildings for seismic action.

Sustainable knowledge as an out product of applicable homogeneous seismic engineering.

Why is it needed

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The continuous cooperation and partnership with the Ministry of Higher Education and the Jordanian Universities will guarantee sustainability.

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Supporting Training and Accreditation of Trainers on

Seismic Building Assessment and Retrofit Design

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المشاريع التدريبية المقترحة

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المشاريع التدريبية المقترحة )محافظة العقبة(مركز دفاع مدني المدينة -۱ ) البتراء(مركز دفاع مدني وادي موسى -۲ مركز دفاع مدني البحر الميت -۳ مركز دفاع مدني ديرعال -٤ مركز دفاع مدني الشونة الشمالية -٥ مركز دفاع مدني ناعور -٦ )إربد(مركز دفاع مدني المدينة -۷ )الطفيلة(مركز دفاع مدني بصيرا -۸ مركز دفاع مدني غور المزرعة -۹

مبنى مديرية دفاع مدني مادبا -۱۰ )محافظة العاصمة(مبنى مركز الدفاع المدني التابع للمديرية العامة -۱۱ محطة دفاع مدني الشورى -۱۲

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Four separate consecutive training sessions have been carried out with different durations to cover the theory and practice the software.

The trainees have gained knowledge through the Italian consultant EQCO or RED using Seismostruct software (dynamic non linear analysis for academic research) and the Turkish consultant using STAϚCAD

A group of buildings has been nominated for retrofit studies to be carried out by trainees.

Laboratory tests have been carried out Models for buildings have been done and analysis in

accordance to tests performed to check for the need for retrofit

Supporting Training and Accreditation of Trainers on Seismic Building Assessment and

Retrofit Design

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