Personal Information. Professional Education
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1 Jose Antonio Flores Ruiz Structural Engineer Personal Information Telephone + (52) e mail Place of birth Toluca, Mexico Date of birth October 6th 1978 Marital Status Married Nationality Dual Citizenship from U.S.A. and Mexico Professional Education Date Years 2003 to 2005 Institution Canterbury University Christchurch, New Zealand Degree Master of Civil Engineering Thesis Subject Performance of ductile reinforced concrete moment resisting frames Date Years 1998 to 2002 Institution Universidad Iberoamericana Mexico City, Mexico Degree Bachelor degree in Civil Engineering Thesis subject Performance based design of Eccentric Braced Frames California Structural Engineer (SE 5865) Licenses California Professional Engineer (PE 73382) Post earthquake accredited evaluator Professional registration as Civil Engineer in Mexico
2 Spanish (Mother tongue) Languages English (Excellent) German (Basic level) Professional Experience Date February 2014 Company Structural Engineering Integrative Services Mexico ( mex.com) Nayarit, Mexico Principal and Founder Date October 2010 to February 2014 Company Degenkolb Engineers ( San Francisco, California, United States of America Structural design of new structures. Seismic rehabilitation of existing structures. Non linear time history performance based design of masonry, concrete and steel structures. Project Engineer with management responsibilities. Construction administration. Date August 2006 to October 2010 Company Englekirk Partners ( Santa Ana, California, United States of America Structural design of new structures. Seismic rehabilitation of existing structures. Performance based design of high rises Date August 2005 to August 2006 Company Alonso y Asociados ( Mexico City, Mexico Structural design of steel, concrete and masonry structure in high seismicity areas 2
3 Publications Comparison of U.S. and Chilean Building Code Requirements and Seismic Design Practice (ATC 93 Project), NIST GCR report, PEER/SSC Tall Building Design; Case #2 Annual meeting for the Los Angeles Tall Building Structural Design Council Los Angeles, United States of America Performance of ductile reinforced concrete moment resisting frames subject to earthquake actions Research report for the New Zealand Seismic Commission Christchurch, New Zealand Seismic design of reinforced concrete buildings in New Zealand National Conference of Seismic Engineering April 2006 San Francisco, United States of America Informative article about the New Zealand Guidelines for the capacity design of concrete columns XVI National Congress of Seismic Engineering Ixtapa, México 3
4 Work Portfolio These are a few of the projects I have worked on. If you require more information please don t hesitate to let me know. Project Name: Ambulatory Care Center : Palo Alto, California, United States of America Architect: Smith Group JJR ( palo alto ambulatory carecenter#.udo2ey6tib8) Description: 6 Story ambulatory care building for the Veterans Association for the Federal government. Lateral force resisting system: Eccentric braced frames Project Name: University of California San Francisco (UCSF), UC Hall Building : San Francisco, CA, United States of America Description: Non linear time history evaluation and retrofit scheme of a steel frame with brick masonry infill built in Lateral force resisting system: Steel frame with brick masonry infill Project name: Recreational Therapy Center : Palo Alto, United States of America Architect: Smith Group JJR ( palo alto ambulatory carecenter#.udo2ey6tib8) Description: 3 Story building for clinical rehabilitation for the Veterans Association for the Federal Government. This building has trusses spanning 20 meters that support a green roof and a gym. Lateral force resisting system: Buckling restrained braced frames 4
5 Project name: The Medallion II : Los Angeles, United States of America Architect: M2A Architects ( architects.com/portfolio/multifamily/medallion.html) Description: Two 6 story building of mixed use and an 8 story parking structure Lateral force resisting system: The two mixed use buildings have concrete shear wall podium below the second floor and wood structure with steel concentric braced frames above. The parking structure is a prefabricated moment resisting frames with Dywidag connectors at the beam column joint. Project Name: Wilshire Coronado : Los Angeles, United States of America Architect: DeStefano and Partners Description: Design development of 22 story residential and commercial use designed to a specific performance criteria using non linear step by step time history non linear analysis. 8 post tensioned concrete slabs. Lateral force resisting system: Concrete shear walls as part of the elevator core Project name: L.A. Trade Tech College : Los Angeles, United States of America Architect: Tetra Design ( ibigroup.com/project/lattc.html) Description: Remodeling and retrofit of the lateral force resisting systems for 2 public college buildings. Lateral force resisting system: Addition of new concrete shear walls, collectors and horizontal truss to transfer diaphragm forces. Bracing of existing masonry 5
6 Project Name: Edificio Santa Fe : Mexico City, Mexico Architect: Arquitectura UNO.618 Description: 13 Story residential building with 4 levels of parking below grade Lateral force resisting system: Reinforced concrete ductile moment frames 6
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