Gonzalo Martinez-Accenture-Agile Expert Certified
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Gonzalo Martinez was awarded the designation of Agile Expert Certified on July 06, 2015 for completing the prescribed requirements for this certification, as evidenced by Certificate Number 1351173328.
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Optimization of prestressed concrete girder
Abstract Bridge construction today has achieved a worldwide level of importance. Bridges are the key elements in any road network Use of prestressed concrete I girder bridge is gaining popularity in bridge engineering fraternity because of its better stability, serviceability, economy, aesthetic appearance and structural efficiency. This paper concerned idea about prestressed concrete.In the method of prestressing two types are consider that pre tensioning and post tensioning .At the time of prestressing different losses are consider. These are the losses due to elastic shortening, friction losses, relaxation losses, losses due to creep and shrinkage. In this way total amount of losses in pretensioning and post tensioning calculate and detailed information has given in this report. The objective is to minimize the total cost in the design process of the bridge system considering the cost of materials like steel, concrete, tendons etc. For a particular problem the design variables considered for the cost minimization of the bridge system, are depth of girder, various cross sectional dimensions of the girder, number of tendons, A programme is developed for analysis and designing an low cost prestressed girder in MATLAB R2010a software. The optimtool is used to find out minimum cost of structure Illustrative case of prestressed girder presented and discuss by using active set method from optimtool. Optimization problem is characterized by considering design variables and bound constraints are according to AASHTOO Standards ,IRC 21-2000 bridge specifications .The proposed cost optimization approach is compared with an existing project which leads to a considerable cost saving while resulting in feasible design. Keywords: Post tension I girder, Conventional design, Optimal design, MATLAB Software etc…
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Data doping solution for the physics price in "Flavours of Physics Kaggle competition
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Catatan Kuliah Sel Gen dan Biologi Molekuler Kuliah 1-10 (Materi Ujian Sumatif 1) : Full
1. Empat Jaringan Dasar
2. Transduksi Sinyal
3. Jejas dan Penyembuhan Luka
4. Genetic Counseling
5. Genetika Populasi dan Probabilitas
6. Biomakromolekul
7. Interaksi Protein-Ligan
8. Lysosomal Storage Disorders
9. Poligen, Multifaktorial, dan Alel Ganda
10. Enzim
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Benvenuti nella Provincia di Reggio Calabria è una provincia nella regione Calabria d'Italia. Trova Impresa Italia fornitura di servizi di ricerca tramite il telefono, Web, Mobile
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Abstract Bridge construction today has achieved a worldwide level of importance. Bridges are the key elements in any road network Use of prestressed concrete I girder bridge is gaining popularity in bridge engineering fraternity because of its better stability, serviceability, economy, aesthetic appearance and structural efficiency. This paper concerned idea about prestressed concrete.In the method of prestressing two types are consider that pre tensioning and post tensioning .At the time of prestressing different losses are consider. These are the losses due to elastic shortening, friction losses, relaxation losses, losses due to creep and shrinkage. In this way total amount of losses in pretensioning and post tensioning calculate and detailed information has given in this report. The objective is to minimize the total cost in the design process of the bridge system considering the cost of materials like steel, concrete, tendons etc. For a particular problem the design variables considered for the cost minimization of the bridge system, are depth of girder, various cross sectional dimensions of the girder, number of tendons, A programme is developed for analysis and designing an low cost prestressed girder in MATLAB R2010a software. The optimtool is used to find out minimum cost of structure Illustrative case of prestressed girder presented and discuss by using active set method from optimtool. Optimization problem is characterized by considering design variables and bound constraints are according to AASHTOO Standards ,IRC 21-2000 bridge specifications .The proposed cost optimization approach is compared with an existing project which leads to a considerable cost saving while resulting in feasible design. Keywords: Post tension I girder, Conventional design, Optimal design, MATLAB Software etc…
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Catatan Kuliah Sel Gen dan Biologi Molekuler Kuliah 1-10 (Materi Ujian Sumatif 1) : Full
1. Empat Jaringan Dasar
2. Transduksi Sinyal
3. Jejas dan Penyembuhan Luka
4. Genetic Counseling
5. Genetika Populasi dan Probabilitas
6. Biomakromolekul
7. Interaksi Protein-Ligan
8. Lysosomal Storage Disorders
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Gonzalo Martinez-Accenture-Agile Expert Certified
- 1. Gonzalo MartinezGonzalo MartinezGonzalo MartinezGonzalo Martinez is awarded the designation Agile Expert CertifiedAgile Expert CertifiedAgile Expert CertifiedAgile Expert Certified on this day July 06, 2015July 06, 2015July 06, 2015July 06, 2015 for completing the prescribed requirements for this certification. Certificate Number: 1351173328