전단파 속도가 중저층 철근콘크리트 구조물의 지진 응답에 미치는 영향

키워드

참고문헌 (45)

1. Bonamassa O, "Directional site resonances observed from aftershocks of the 18 October 1989 Loma Prieta earthquake", Bull Seismol Soc Am, 81(5), pp.1945~1957 (1991)
2. Stewart JP, "A report on geotechnical aspects of the January 17, 1994 Northridge earthquake", Seismol Res Lett, 66(3), pp.7~19 (1995)
3. Toda S, "Stress transferred by the 1995 Mw=6.9 Kobe, Japan, shock: Effect on aftershocks and future earthquake probabilities", J Geophys Res Solid Earth, 103(B10), pp.24543~24565 (1995)
4. Oh HJ, "An analytical study on seismic response characteristics considering soil-structure-equipment interaction", EESK J Earthq Eng, 27(6), pp.253~263 (2023)
5. Kim T, "Seismic response investigation of traffic signal-supporting structures including soil-foundation effects", EESK J Earthq Eng, 27(6), pp.237~244 (2023)
6. Shim JE, "Performance-based evaluation of seismic design proposals for RC ordinary moment frames by spectrum revision", EESK J Earthquake Eng, 26(5), pp.211~217 (2022)
7. Choi Y, "Nonlinear site amplification as function of 30 m shear wave velocity", Earthq Spectra, 21(1), pp.1~30 (2005)
8. Kim B, "Relative Differences between Nonlinear and Equivalent-Linear 1-D Site Response Analyses", Earthq Spectra, 32(3), pp.1845~1865 (2016)
9. Kamal M, "A new equation for prediction of seismic gap between adjacent buildings located on different soil types", J Build Eng, 57, pp.104784~ (2022)
10. Idriss I, "Earthquake ground motions at soft soil sites", International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics (1991), University of Missouri
11. Abrahamson NA, "Empirical response spectral attenuation relations for shallow crustal earthquakes", Seismol Res Lett, 68(1), pp.94~127 (1997)
12. Rathje EM, "Influence of input motion and site property variabilities on seismic site response analysis", J Geotech Geoenviron Eng, 136(4), pp.607~619 (2010)
13. Karapetrou ST, "Seismic vulnerability assessment of high-rise non-ductile RC buildings considering soilstructure interaction effects", Soil Dyn Earthq Eng, 73, pp.42~57 (2015)
14. Bayraktar A, "Influences of earthquake input models on nonlinear seismic performances of minaret-foundation-soil interaction systems", Soil Dyn Earthq Eng, 139, pp.106368~ (2020)
15. Fathi A, "Assessing the soil-structure interaction effects by direct method on the outof-plane behavior of masonry structures(case study : Arge-Tabriz)", Bull Earthq Eng, 18, pp.6429~6443 (2020)
16. Brunelli A, "Site effects and soil-foundationstructure interaction : derivation of fragility curves and comparison with codes-conforming approaches for a masonry school", Soil Dyn Earthq Eng, 154, pp.107125~ (2022)
17. Soltani-Azar S, "Evaluation of the seismic response of reinforced concrete buildings based on time-history analysis considering nonlinear soil effects", J Earthq Eng, 16, pp.1~21 (2022)
18. Cho HI, "Site classification and design response spectra for seismic code provisions - (I) database and site response analysis", EESK J Earthq Eng, 20(4), pp.235~243 (2016)
19. Lee JS, "The effects of the shear wave velocity of a seismic control point on site response analysis", EESK J Earthq Eng, 13(1), pp.1~8 (2009)
20. A compendium of P-and S-wave velocities from surface-to-borehole logging: Summary and reanalysis of previously published data and analysis of unpublished data, "Boore DM", US Department of the Interior, US Geological Survey, ~ (2003)
21. Shear wave velocity of the ground near southern California TRINET sites using the spectral analysis of surface waves method (SASW) and parallel-arrayed harmonic-wave sources, "Kayen R", US. Geological Survey, ~ (2005)
22. Surface-wave site characterization at 53 strong-motion recording stations affected by the Parkfield, California, M6.0 earthquake of 28 September 2004, "Thompson EM", US Geological Survey, ~ (2010)
23. Jeon J-S, "Fragility curves for non-ductile reinforced concrete frames that exhibit different component response mechanisms", Eng Struct, 85, pp.127~143 (2015)
24. New ground motion selection procedures and selected motions for the PEER transportation research program, "Baker JW", PEER, 3~ (2011)
25. Matasovic N, "Cyclic characterization of liquefiable sands", J Geotech Eng, 119(11), pp.1805~1822 (1993)
26. Griffiths SC, "Challenges associated with site response analyses for soft soils subjected to high-intensity input ground motions", Soil Dyn Earthq Eng, 85, pp.1~10 (2016)
27. Phillips C, "Damping formulation for nonlinear 1D site response analyses", Soil Dyn Earthq Eng, 29(7), pp.1143~1158 (2009)
28. Darendeli MB, "Development of a new family of normalized modulus reduction and material damping curves", pp.2001
29. Hashash YMA, "DEEPSOIL 7, User Manual", Board of Trustees of University of Illinois, ~ (2020)
30. NEHRP Recommended Seismic Provisions for New Buildings and Other Structures (FEMA P-750), "Building Seismic Safety Council (BSSC)", National Institute of Building Sciences, 388~, pp.Report No.: P-750 (2009)
31. Haselton CB, "Seismic collapse safety of reinforced concrete buildings. I: Assessment of ductile Moment frames", J Struct Eng, 137(4), pp.481~491 (2011)
32. American Concrete Institute (ACI), "Building code requriements for structural concrete and commentary, ACI 318-02", ACI 318R-02, 2002
33. Minimum design loads for buildings and other structures, "American Society of Civil Engineers (ASCE)", ~, pp.ASCE (2002), SEI 7-02
34. International Code Council (ICC), "International building code", ~ (2003)
35. McKenna F, "OpenSees : a framework for earthquake engineering simulation", Comput Sci Eng, 13(4), pp.58~66 (2011)
36. Ibarra LF, "Hysteretic models that incorporate strength and stiffness deterioration", Earthq Eng Struct Dyn, 34(12), pp.1489~1511 (2005)
37. Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings, "Haselton CB", Pacific Earhtquake Engineering Reserach Center, Univ. of California, ~, pp.PEER Rep, No. 2007 (2008), 03
38. Zahn FA, "Design of reinforced concrete bridge columns for strength and ductility", Ph.D, pp.1985
39. Tanaka H, "Effect of lateral confining reinforcement on the ductile behaviour of reinforced concrete columns", Ph.D, pp.1990
40. Chopra AK, "Dynamics of structures" (2007), Pearson Education India
41. Kaklamanos J, "Comparison of 1D linear, equivalent-linear, and nonlinear site response models at six KiK-net validation sites", Soil Dyn Earthq Eng, 69, pp.207~219 (2015)
42. Stewart JP, "Guidelines for performing hazard-consistent one-dimensional ground response analysis for ground motion prediction", Peer Rep, 16, pp.117~ (2014)
43. "USGS Earthquake Hazard Toolbox"[URL]
44. Borcherdt RD, "Empirical evidence for acceleration-dependent amplification factors", Bull Seismol Soc Am, 92(2), pp.761~782 (2002)
45. Semi-Empirical Nonlinear Site Amplification and its Application in NEHRP Site Factors, "Stewart JP", Pacific Earthquake Engineering Research Center, ~ (2013)