ნაგებობების გაანგარიშება სეისმომედეგობაზე არაწრფივი სტატიკური მეთოდის ანუ Pushover გამოყენებით: განსხვავება გადახედვებს შორის
შიგთავსი ამოიშალა შიგთავსი დაემატა
ხაზი 338:
===გამოყენებული ლიტერატურა ===
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# Khoshnoudian F., Poursha M. A New Pushover Analysis Procedure Considering Higher Mode Effects. International Symposium on Advances in Earthquake & Structural Engineering. October 24-26, 2007. Suleyman Demirel University, Isparta-Antalya, Turkey.
# Victor Gioncu and Federico M. Mazzolani. Ductility of Seismic Resistant Steel Structures. London and New Yorc. 2002. 694p.
# NEHRP Guidelines for the Seismic Rehabilitation of Buildings (FEMA Publication 273). Building Seismic Council.October 1997. Washington, D.C.
# Prestandard and Commentary for the Seismic Rehabilitation of Buildings.FEMA 356, November,2000. Federal Emergency Management Agency.
# Michael Valley, S.E. ASCE 41: On the Integration of FEMA 440 Recommendations. 2007 Structures Congress (May 17,2007).
# Kalkan Erol, Kunnath Sashi. Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building Structures. J. “Structural Engineering .ASCE. November,2006.
# Aschheim Mark.A., Tjhin Tjen, Mehmet Inel. The Scaled Non-Linear Dynamic Procedure: A Practical Technique for Overcoming Limitations of the Non-Linear Static Procedure. ISET J.Earthquake Technology. Paper.N443,vol. 11.N.1,March 2004. pp.127-140.
# Research & Development NeedsAs identified by the Applied Technology Council during development of the FEMA 440 Report, Improvement of Nonlinear Static Seismic Analysis Procedures ([http://www.at council.org/pdfs/atc 55 randdneeds.pdf])
# Goel K.Rakesh and Chadwell Charles. Evaluation of Current Nonlinear Static Orocedures for Concrete Buildings using Recorded Strong-Motion Data. [http://www.consrv.ca.gov/cgs/smip/docs/seminar/SMIP07/ Pages/Paper4_Goel aspx.40k].
# Chopra K.Anil., Goel K.Rakesh. Capacity-Demand-Diagram Methods for Estimating Deformation of Inelastic Systems. In collaboration with Degencolb Engineers. March 27,2002.
# Seismic evalution and retrofit of concrete buildings. ATC 40. Volume 1. Report N.SSE 96-01. November, 1996. 346p.
# Fajfar Peter, M.EERI. A Nonlinear Analysis Method for Performance Based Seismic Design. Earthquake Speqtra,Vol.16.No.3, August 2000. pp.573-592.
# Improvement of Nonlinear Static Seismic Analysis Procedures. FEMA 440. June,2005. 392p.
# Eduardo Miranda. Strength Reduction Factors in Performance-Based Design. University of California, Berceley .1997.
# Guyader Andrew C., A Statistical Approach to Equivalent Linearization with Application to Performance-Based Engineering. California Institute of Technology, Pasadena, California, 2003.173p.
# Sermin Oguz. Evalution of Pushover Analysis Procedures for Frame Structures. April.2005. 168p
# Fazard Naeim, John Martin. The Ten Commandments of Push-over Analysis. Los Angeles, California.
# Vassilis K.Papanikolaou, Amr.S.Elnashai, Juan F.Pareja. Limits of Applicability of Conventional and Adaptive Pushover Analysis for seismic Response Assessmen. Mid-America Earthquake Center. Civil and Enviromental Engineering Departament University of Illinois at Urbana-Champaign. March,2005.
# Rui Carneiro Barros, Ricardo Almeida. Pushover Analysis of Asymmetric Three-Dimensional Building Frames. Journal of Civil Engineering and Management. Vol.X1,N1.3-12, 2005.
# ATC 55: Evalution and Improvement of Inelastic Seismic Analysis Pricedures. Initial Workplan. 12/22/00. ISET Journal of Earthquake Technology. Vol.41,No.1,March 2004.
# ევროკოდი 8: სეისმომედეგი კონსტრუქციების დაპროექტება.ნაწ. 1.: ძირითადი წესები, სეისმური ზემოქმედებები და წესები შენობებისათვის. სტანდარტიზაციის ევროპული კომიტეტი, 2004.
# Aydinoglu M.Nuray. Nonlinear Analysis Proceduress for Seismic Assessment and Design of Bridges. Kandilli Observatory and Earthquake Research Institute. Istanbul-Turkey.2010.
[[კატეგორია:სეისმომედეგობა]]
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