 |
PUBLICATIONS (in inverse chronological order); only the most relevant are listed:
Original course "Design of Equipment Foundations": Educational Programs Innovations Center (EPIC), Mississauga, ON, 2009 - 2022.
Reached 6,364 reads on ResearchGate (15 December 2022)
Ashkinadze, K. A finite grid method for analysis of structural slabs with weak planes, Proceedings of the Congress on Numerical Methods in Engineering (SEMNI 2022), 12-14 September 2022, Las Palmas, Spain.
Ashkinadze, K. Prediction of load-bearing capacity of rammed steel piles for solar power generators using pile driving data, Proceedings of the Joint ICVRAM / ISUMA / UNCERTAINTIES Conference, Florianópolis, SC, Brazil, April 8-11, 2018.
Ashkinadze, K. Acceptance of field-installed concrete piles with potentially faulty reinforcing bar connections, Proceedings of the 12th International Conference on Structural Safety and Reliability (ICOSSAR 2017), 6-10 August 2017, Vienna, Austria.
Ashkinadze, K. Strength and deformations of piles supporting transient pipe anchors in heavy industrial pipelines, Proceedings of the DFI International Conference on Deep Foundations, Seepage Control and Remediation (DFI 2016), 12-15 October 2016, New York, NY (accepted for publication).
Ashkinadze, K. Dynamic analysis of complex and combined structures using symbolic dynamic models, Proceedings of the XII World Congress on Computational Mechanics (WCCM 2016), 24-29 July 2016, Seoul, South Korea.
Ashkinadze, K. Logistics of transition from Working Stress to Limit States Design in foundations engineering, Proceedings of the 1st Pan-American Congress on Computational Mechanics (PANACM 2015), 27-29 April 2015, Buenos Aires, Argentina.
Ashkinadze, K. A new form of finite element method for plane stress/plane strain problems in reinforced concrete considering material nonlinearity and cracking, Proceedings of the 1st Pan-American Congress on Computational Mechanics (PANACM 2015), 27-29 April 2015, Buenos Aires, Argentina.
Ashkinadze, K., and Fang, L. A statistical approach to dynamic response of pile groups in foundations for vibratory machinery, Vulnerability, Uncertainty, and Risk (Proceedings of the 2nd International Conference on Vulnerability and Risk Analysis and Management (ICVRAM2014), 13-16 July 2014, Liverpool, UK), ASCE, pp. 465-474. doi: 10.1061/9780784413609.048.
Ashkinadze, K. Method of critical stochastic inputs for extreme uncertainty problems: theory and applications, Vulnerability, Uncertainty, and Risk: Proceedings of the 2nd International Conference on Vulnerability and Risk Analysis and Management (ICVRAM2014), 13-16 July 2014, Liverpool, UK, ASCE, pp. 2518-2527. doi: 10.1061/9780784413609.253.
Ashkinadze, K. Performance reliability of soil-infilled concrete caisson foundations for vibrating machinery, Proceedings of the 11th International Conference on Structural Safety and Reliability (ICOSSAR 2013), 16-20 June 2013, New York, NY.
Ashkinadze, K. Protection of existing structure from impact by impulse-dependent impact arrestor, Proceedings of the ASRANet 2012 Conference (London, UK), 2-4 July 2012.
Ashkinadze, K. Study of influence of subbase compaction on strength of concrete mat foundations by method of critical stochastic inputs, Proceedings of the 5th Asian-Pacific Symposium on Structural Reliability and its Applications (5APSSRA), 23-25 May 2012, Singapore. doi: 10.3850/978-981-07-2219-7-P128.
Ashkinadze, K. Limit states design of pile foundations in clay under combined action of transient uplift loads and frost jacking, Proceedings of the GeoRisk 2011 Conference (Atlanta, GA), ASCE Conf. Proc. doi: http://dx.doi.org/10.1061/41183(418)66.
Ashkinadze, K. Safety margin in design of pile-supported structural slabs for frost action. Proceedings of the GeoRisk 2011 Conference (Atlanta, GA), ASCE Conf Proc. doi: http://dx.doi.org/10.1061/41183(418)67.
Ashkinadze, K. A practical method of design of concrete pedestals for columns for anchor rod tension breakout, Canadian J. of Civil Engineering, Vol. 37, No. 12, Dec. 2010, pp: 1641-1645(5).
Ashkinadze, K. Discussion of "Critical earthquake load inputs for multi-degree-of-freedom inelastic structures" by A. Moustafa, J. of Sound and Vibration, 12/2010; 329(25):5393-5396. doi: 10.1016/j.jsv.2010.06.022.
Ashkinadze, K. Study of residential foundation settlements in Edmonton (Canada) by statistical data from screw pile underpinning: Proceedings of 6th International Conference on Computational Stochastic Mechanics (CSM6), Rhodes, Greece, June 2010.
Ashkinadze, K. Absolute accelerogram and record selection criteria for nonlinear seismic analysis of structures, Safety, Reliability and Risk of Structures, Infrastructures and Engineering Systems: Proceedings of the 10th International Conference on Structural Safety and Reliability (ICOSSAR 2009), Osaka, Japan, 13-17 Sept. 2009.
Ashkinadze, K. Proposals for limit states torsional strength design of wide-flange steel members, Canadian J. of Civil Engineering, Vol. 35, No.2, Feb. 2008, pp. 200-209(10).
Ashkinadze, K. The concept of positional instability and its use for lateral-torsional buckling analysis of unbraced steel frames, Proceedings of the AISC Structural Stability Research Council 2007 Annual Conference (New Orleans, LA), pp. 37-56.
Ashkinadze, K. Strength of Class 3 steel W sections in weak axis bending, Canadian J. of Civil Engineering, Vol. 34 (2007), pp. 576-579.
Ashkinadze, K. Simplified assessment of frost penetration and heave of shallow and deep foundations: Proceedings of International Cold Regions Engineering & Construction Conference & Expo (IWCSE 2006), Edmonton, Canada, April 2007.
Ashkinadze, K. Strength of monolithic walls with non-rectangular shape of the plan under seismic actions: Proceedings of the 9th European Conference on Earthquake Engineering, Moscow, Russia, 1990.