Probabilistic formulation for the q-factor of piles with damping pre-hole
暂无分享,去创建一个
[1] M. Fragiacomo,et al. Hysteresis modeling of timber-based structural systems using a combined data and model-driven approach , 2022, Computers & Structures.
[2] H. Tsang. Analytical design models for geotechnical seismic isolation systems , 2022, Bulletin of Earthquake Engineering.
[3] G. Marano,et al. Analytical solutions for piles’ lateral deformations: The nonlinear stiffness case , 2022, International Journal of Mechanical Sciences.
[4] V. Lentini,et al. Dynamic properties of polyurethane from resonant column tests for numerical GSI study , 2022, Bulletin of Earthquake Engineering.
[5] D. Forcellini,et al. Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration , 2022, Bulletin of Earthquake Engineering.
[6] Colin A. Taylor,et al. Challenges and perspectives for integral bridges in the UK: from design practice to fieldwork through small-scale laboratory experiments , 2022, Proceedings of the Institution of Civil Engineers - Smart Infrastructure and Construction.
[7] M. Fragiacomo,et al. Optimum design of piles with pre-hole filled with high-damping material: Experimental tests and analytical modeling , 2021, Soil Dynamics and Earthquake Engineering.
[8] Benazir F. Ahmed,et al. Seismic limit states of the components in reinforced concrete integral abutment bridges , 2021, Bulletin of Earthquake Engineering.
[9] L. Montrasio,et al. Experimental Analysis and Theoretical Modelling of Polyurethane Effects on 1D Wave Propagation through Sand-Polyurethane Specimens , 2021, Journal of Earthquake Engineering.
[10] S. Liyanapathirana,et al. Geotechnical Design Practices and Soil–Structure Interaction Effects of an Integral Bridge System: A Review , 2021, Applied Sciences.
[11] G. Abate,et al. Large‐scale field testing of geotechnical seismic isolation of structures using gravel‐rubber mixtures , 2021, Earthquake Engineering & Structural Dynamics.
[12] Jie Huang,et al. Full-scale field study of using geofoam to reduce earth pressures on buried concrete culverts , 2021 .
[13] P. Cacciola,et al. Steady state harmonic response of nonlinear soil-structure interaction problems through the Preisach formalism , 2021, Soil Dynamics and Earthquake Engineering.
[14] M. Karaman,et al. Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study , 2021, Bulletin of Earthquake Engineering.
[15] Massimo Fragiacomo,et al. Equivalent Viscous Damping of Cross-Laminated Timber Structural Archetypes , 2021 .
[16] S. Rios,et al. Cyclic and Dynamic Behavior of Sand–Rubber and Clay–Rubber Mixtures , 2021, Geotechnical and Geological Engineering.
[17] K. Pitilakis,et al. Performance of geotechnical seismic isolation system using rubber‐soil mixtures in centrifuge testing , 2020, Earthquake Engineering & Structural Dynamics.
[18] A. Sextos,et al. Integral abutment bridges: Investigation of seismic soil‐structure interaction effects by shaking table testing , 2020, Earthquake Engineering & Structural Dynamics.
[19] L. Montrasio,et al. Analysis of the Behaviour of Very Slender Piles: Focus on the Ultimate Load , 2020, International Journal of Civil Engineering.
[20] A. Sextos,et al. Large-scale experimental investigation of a low-cost PVC ‘sand-wich’ (PVC-s) seismic isolation for developing countries , 2020, Earthquake Spectra.
[21] M. Fragiacomo,et al. Fragility functions and behavior factors estimation of multi-story cross-laminated timber structures characterized by an energy-dependent hysteretic model , 2020 .
[22] Bruno Briseghella,et al. A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements , 2019, Structure and Infrastructure Engineering.
[23] D. Forcellini. Assessment of Geotechnical Seismic Isolation (GSI) as a Mitigation Technique for Seismic Hazard Events , 2020, Geosciences.
[24] A. Correia,et al. Dynamic soil-structure interaction models for fragility characterisation of buildings with shallow foundations , 2020 .
[25] Bruno Briseghella,et al. Temperature Monitoring and Response of Deck-Extension Side-by-Side Box Girder Bridges , 2020 .
[26] Angelo Aloisio,et al. Sensitivity analysis of subspace-based damage indicators under changes in ambient excitation covariance, severity and location of damage , 2020 .
[27] Jochen Köhler,et al. Extension of Generalized Bouc-Wen Hysteresis Modeling of Wood Joints and Structural Systems , 2020 .
[28] E. Leong,et al. Field and numerical modelling of sand-rubber mixtures vibration barrier , 2019, Soil Dynamics and Earthquake Engineering.
[29] D. Thambiratnam,et al. Use of artificial neural network to evaluate the vibration mitigation performance of geofoam-filled trenches , 2019, Soils and Foundations.
[30] K. Pitilakis,et al. Mechanism of geotechnical seismic isolation system: Analytical modeling , 2019, Soil Dynamics and Earthquake Engineering.
[31] M. Baziar,et al. Evaluation of EPS wall effectiveness to mitigate shallow foundation deformation induced by reverse faulting , 2019, Bulletin of Earthquake Engineering.
[32] N. H. Ramli Sulong,et al. Application of expanded polystyrene (EPS) in buildings and constructions: A review , 2019, Journal of Applied Polymer Science.
[33] Chiara Bedon,et al. q-factor estimation for 3D log-house timber buildings via Finite Element analyses , 2019, Soil Dynamics and Earthquake Engineering.
[34] J. Radnić,et al. The Use of Limestone Sand for the Seismic Base Isolation of Structures , 2018, Advances in Civil Engineering.
[35] Bruno Briseghella,et al. The optimal shapes of piles in integral abutment bridges , 2017 .
[36] Zhihua Wang,et al. Shaking table tests on the seismic performance of a flexible wall retaining EPS composite soil , 2017, Bulletin of Earthquake Engineering.
[37] G. Mylonakis,et al. Geotechnical Seismic Isolation using EPS Geofoam around Piles , 2017 .
[38] Sherif S. AbdelSalam,et al. Reduction of lateral pressures on retaining walls using geofoam inclusion , 2016 .
[39] Stergios A. Mitoulis,et al. Use of rubberised backfills for improving the seismic response of integral abutment bridges , 2016, Bulletin of Earthquake Engineering.
[40] G. Madabhushi,et al. Evaluation of Curve Fitting Techniques in Deriving p–y Curves for Laterally Loaded Piles , 2016, Geotechnical and Geological Engineering.
[41] Roberto Scotta,et al. Experimentally based q -factor estimation of cross-laminated timber walls , 2016 .
[42] E. Kausel,et al. Non-linear modeling of seismic isolation systems made of recycled tire-rubber , 2016 .
[43] O. Akay,et al. Slope stabilisation using EPS block geofoam with internal drainage system , 2016 .
[44] Ioannis Anastasopoulos,et al. Seismic analysis of motorway bridges accounting for key structural components and nonlinear soil-structure interaction , 2015 .
[45] A. Komak Panah,et al. A new seismic isolation system: sleeved-pile with soil-rubber mixture , 2015 .
[46] Hong Hao,et al. Static and dynamic mechanical properties of expanded polystyrene , 2015 .
[47] Murat Dicleli,et al. Comparative assessment of the seismic performance of integral and conventional bridges with respect to the differences at the abutments , 2015, Bulletin of Earthquake Engineering.
[48] Kyriazis Pitilakis,et al. Dynamic properties of dry sand/rubber (SRM) and gravel/rubber (GRM) mixtures in a wide range of shearing strain amplitudes , 2012 .
[49] M. Hesham El Naggar,et al. Full scale experimental study on vibration scattering using open and in-filled (GeoFoam) wave barriers , 2011 .
[50] Bruno Briseghella,et al. Parametric and pushover analyses on integral abutment bridge , 2011 .
[51] Steven F. Bartlett,et al. Behavior of EPS geofoam in stress-controlled cyclic uniaxial tests , 2010 .
[52] Jonathan P. Stewart,et al. Lateral Performance of Full-Scale Bridge Abutment Wall with Granular Backfill , 2009 .
[53] Mohammed Ismail,et al. The Hysteresis Bouc-Wen Model, a Survey , 2009 .
[54] Harry White nd,et al. Integral Abutment Bridges: Comparison of Current Practice Between European Countries and the United States of America , 2007 .
[55] Richard J. Bathurst,et al. Experimental investigation of EPS geofoam seismic buffers using shaking table tests , 2007 .
[56] Zhenlin Yang,et al. A Modified Family of Power Transformations , 2006 .
[57] M. J. N. Priestley,et al. EQUIVALENT VISCOUS DAMPING EQUATIONS FOR DIRECT DISPLACEMENT BASED DESIGN , 2005 .
[58] M. K. Yegian,et al. Foundation isolation for seismic protection using a smooth synthetic liner , 2004 .
[59] H. Zhang,et al. Parameter Analysis of the Differential Model of Hysteresis , 2004 .
[60] Young Su Kim,et al. Experimental Load-Transfer Curves of Laterally Loaded Piles in Nak-Dong River Sand , 2004 .
[61] Reza Akbari,et al. SEISMIC BEHAVIOUR FACTOR, R, FOR STEEL X-BRACED AND KNEE-BRACED RC BUILDINGS , 2003 .
[62] Z. A. Lubkowski,et al. EN1998 Eurocode 8: Design of structures for earthquake resistance , 2001 .
[63] M. E. Naggar,et al. Dynamic analysis for laterally loaded piles and dynamic p-y curves , 2000 .
[64] Stefano Tarantola,et al. Winding Stairs: A sampling tool to compute sensitivity indices , 2000, Stat. Comput..
[65] Murat Dicleli,et al. A rational design approach for prestressed-concrete-girder integral bridges , 2000 .
[66] J. M. Duncan,et al. THE BEHAVIOR OF INTEGRAL ABUTMENT BRIDGES , 1999 .
[67] John S. Horvath,et al. The compressible inclusion function of EPS geofoam , 1997 .
[68] E J Hoppe,et al. FIELD STUDY OF AN INTEGRAL BACKWALL BRIDGE , 1996 .
[69] Martin P. Burke,et al. The Genesis Of Integral Bridges In Ohio , 1996 .
[70] Peter M. Byrne,et al. DYNAMIC RESPONSE OF SINGLE PILES AND SOIL-PILE INTERACTION , 1996 .
[71] C. J. Stone,et al. A Course in Probability and Statistics , 1995 .
[72] Li Yan,et al. Lateral pile response to monotonie pile head loading , 1992 .
[73] Ronald F. Scott,et al. Analysis of Centrifuge Pile Tests; Simulation of Pile-Driving , 1980 .
[74] R. Iman,et al. The Use of the Rank Transform in Regression , 1979 .
[75] D. Cox,et al. An Analysis of Transformations , 1964 .
[76] J.O. Avesani Neto,et al. Instrumented load tests and layered elastic theory analysis of a large-scale EPS block embankment , 2021 .
[77] A. Firoozi,et al. A Review: Study of Integral Abutment Bridge with Consideration of Soil-Structure Interaction , 2020 .
[78] Habib Tabatabai,et al. Criteria and Practices of Various States for the Design of Jointless and Integral Abutment Bridges , 2017 .
[79] G. Mylonakis,et al. GEOTECHNICAL ISOLATION OF PILE-SUPPORTED BRIDGE PIERS USING EPS GEOFOAM , 2016 .
[80] Lorella Montrasio,et al. Experimental Analyses on Cellular Polymers for Geotechnical Applications , 2016 .
[81] Jafar Razmi,et al. THERMO-MECHANICAL FATIGUE OF STEEL PILES IN INTEGRAL ABUTMENT BRIDGES , 2012 .
[82] William G. Davids,et al. Field-Measured Response of an Integral Abutment Bridge with Short Steel H-Piles , 2010 .
[83] Alain Pecker,et al. Non Linear Soil Structure Interaction: Impact on the Seismic Response of Structures , 2010 .
[84] John S. Horvath,et al. Integral-Abutment Bridges: Problems and Innovative Solutions Using EPS Geofoam and Other Geosynthetics , 2000 .
[85] Walter S. Jutkofsky,et al. Stabilization of Embankment Slope with Geofoam , 2000 .
[86] G. A. Athanasopoulos,et al. Dynamic Properties of EPS Geofoam: An Experimental Investigation , 1999 .
[87] Ilya M. Sobol,et al. Sensitivity Estimates for Nonlinear Mathematical Models , 1993 .
[88] Anant R. Kukreti,et al. PERFORMANCE EVALUATION OF INTEGRAL ABUTMENT BRIDGES , 1992 .
[89] Lowell F. Greimann,et al. Effects of predrilling and layered soils on piles , 1985 .
[90] L. Reese,et al. Analysis of Laterally Loaded Piles in Sand , 1974 .
[91] R. L. Kondner. Hyperbolic Stress-Strain Response: Cohesive Soils , 1963 .