Craifaleanu, Iolanda-Gabriela (2011): Romanian seismic design code: benchmarking analyses with reference to international codes and research needs for future development. Published in: CONSTRUCTII , Vol. 12, No. 2 (2011): pp. 55-64.
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Abstract
The paper presents conclusions from a technical benchmarking study, performed in order to analyze the performance of the provisions concerning seismic design of reinforced concrete frame structures, as specified by the Romanian seismic code (P100-1/2006). The Romanian code is analyzed with respect to the European standard EN 1998-1:2004, including its National Annex, and with the U. S. codes IBC 2009 and ACI 318 08. The benchmarking analyses were performed by designing a standard reinforced concrete structure according to each of the considered codes and by evaluating the seismic behavior of the structural designs thus obtained. Comparative assessments are made, as well as suggestions concerning potential future research directions, aimed to the improvement of the Romanian provisions in the field.
Item Type: | MPRA Paper |
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Original Title: | Romanian seismic design code: benchmarking analyses with reference to international codes and research needs for future development |
Language: | English |
Keywords: | seismic design code; reinforced concrete frames; P100; Eurocode; IBC 2009 |
Subjects: | O - Economic Development, Innovation, Technological Change, and Growth > O2 - Development Planning and Policy > O25 - Industrial Policy O - Economic Development, Innovation, Technological Change, and Growth > O3 - Innovation ; Research and Development ; Technological Change ; Intellectual Property Rights > O38 - Government Policy O - Economic Development, Innovation, Technological Change, and Growth > O5 - Economywide Country Studies > O57 - Comparative Studies of Countries Q - Agricultural and Natural Resource Economics ; Environmental and Ecological Economics > Q0 - General > Q01 - Sustainable Development L - Industrial Organization > L7 - Industry Studies: Primary Products and Construction > L74 - Construction Q - Agricultural and Natural Resource Economics ; Environmental and Ecological Economics > Q5 - Environmental Economics > Q54 - Climate ; Natural Disasters and Their Management ; Global Warming L - Industrial Organization > L8 - Industry Studies: Services > L88 - Government Policy |
Item ID: | 39541 |
Depositing User: | Iolanda Craifaleanu |
Date Deposited: | 21 Jun 2012 19:43 |
Last Modified: | 26 Sep 2019 16:24 |
References: | 1. Andersen, B., Pettersen, P.-G. (1996). The benchmarking handbook: step-by-step instructions. Springer. 2. Cladera, A., Mari, A. R. (2007). Shear strength in the new Eurocode 2. A step forward? Structural Concrete, Vol. 8, No. 2, p. 57-66. 3. Craifaleanu, I. G., Tănase, N. F., Ene, D. (2011a). Technical benchmarking analyses on Romanian seismic codes. (I) Provisions for new buildings. Proceedings of the National Conference „Building Engineering”, Bucharest, Sept. 29-30, p. 163-170, Conspress, 2011 (in Romanian). 4. Craifaleanu, I. G., Tănase, N. F., Ene, D. (2011b). Technical benchmarking analyses on Romanian seismic codes. (II) Provisions for existing buildings. Proceedings of the National Conference „Building Engineering”, Bucharest, Sept. 29-30, p. 171-178, Conspress, 2011 (in Romanian). 5. Marquez, R. C., Garzon-Contreras, F. (2007). Performance Based Potable Water and Sewer Service Regulation. The Regulatory Model. Cuad. Adm. Bogota (Colombia), Vol. 20, issue 34, p. 283 298, July-December. 6. Sandi, H., Borcia I. S., Stancu M., Stancu O., Vlad I., Vlad N. (2004). Influence of source mechanism versus that of local conditions upon content of ground motion, Proceedings of the 13th WCEE, Vancouver, Canada. 7. ACI (2008). ACI 318-08. Building Code Requirements for Structural Concrete and Commentary. American Concrete Institute, Farmington Hills, Michigan. 8. ASCE (2006). ASCE 7-05. Minimum Design Loads for Buildings and Other Structures. American Society of Civil Engineers, Reston, Virginia. 9. ASRO (2008). SR EN 1998-1 : 2004 / NA : 2008. Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings. National Annex. Romanian Association for Standardization (in Romanian). 10. ASRO (2004). SR EN 1998-1:2004. Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings. Romanian Association for Standardization (in Romanian). 11. ATC (2003). ATC-57. The Missing Piece: Improving Seismic Design and Construction Practices, Applied Technology Council, Redwood City, California. 12. ATC (1999). ATC 40. Seismic Evaluation and Retrofit of Concrete Buildings. Applied Technology Council. Seismic Safety Commission. Report No. SSC 96-01, November. 13. CEN (2011). CEN/TC 250 Newsletter. May, Issue 5, http://eurocodes.jrc.ec.europa.eu. 14. CEN (2004a). EN 1998 1:2004. Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings. European Committee for Standardization, Brussels. 15. CEN (2004b). EN 1992-1-1:2004. Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. European Committee for Standardization, Brussels. 16. CSI (2009). CSI Analysis Reference Manual for SAP2000, ETABS, and SAFE. Computers and Structures, Inc., Berkeley, California, USA. 17. European Commission (2010). ALTENER. Build-on-RES - Benchmarking energy performance building regulation on incorporation of renewable energy sources (RES) for a RES oriented EU Model Building Code. Contract No. 4.1030/Z/01-122. Coordinator: Delft University of Technology, The Netherlands, http://www.managenergy.net/products/ R94.htm. (last accessed Sept. 2011). 18. FEMA (2006). FEMA 445. Next-Generation Performance-Based Seismic Design Guidelines Program Plan for New and Existing Buildings. Prepared by ATC for FEMA, Washington D.C. 19. FEMA (2005). FEMA 440. Improvement of Nonlinear Static Seismic Analysis Procedures. Federal Emergency Management Agency, Washington D.C. 20. FEMA (2004). FEMA 450. NEHRP Recommended Provisions and Commentary for Seismic Regulations for New Buildings and Other Structures. Prepared by the Building Seismic Safety Council for the Federal Emergency Management Agency. BSSC – NIBS, Washington D.C., including the Errata of 2006. 21. FEMA (2000). FEMA 356. Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency, Washington D.C. 22. ICC (2009). International Building Code. International Code Council, Washington, DC. 23. JRC (2009). The Eurocodes and the Construction Industry. Medium-Term Strategy 2008 – 2013. Report CEN/TC 250 – N 78. Joint Research Centre, European Commission. 24. MDRT (2009). P100-3/2008. Seismic Design Code. Part III. Seismic assessment of existing buildings, Monitorul Oficial No. 647 bis (in Romanian). 25. MDLPL (2007). P100-1/2006. Seismic Design Code. Part 1: Earthquake Resistant Design of buildings. Design Examples. Buletinul Construcţiilor, No. 11 12 and 13-14, INCERC, Bucharest (in Romanian). 26. MTCT (2006). P100-1/2006. Seismic Design Code. Part 1: Earthquake Resistant Design of buildings. Buletinul Construcţiilor, No. 12 13, INCERC, Bucharest (in Romanian). 27. MLPAT (1992). P100-92. Normative provisions for the seismic design of housing, social, cultural, agricultural, zootechnical and industrial buildings. Collection „Reglementari in constructii”, No. 1-2-3, INCERC, Bucharest (in Romanian). 28. Productivity Commission (2010). Performance Benchmarking of Australian Business Regulation: Occupational Health & Safety. Research Report, Canberra, Australia. 29. Wikipedia (2011). Benchmarking. http:// en.wikipedia.org/wiki/Benchmarking (last accessed Sept. 2011). |
URI: | https://mpra.ub.uni-muenchen.de/id/eprint/39541 |