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Effects of Torsional and Rocking Excitations on the Response of Structures

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Earthquake Source Asymmetry, Structural Media and Rotation Effects

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References

  • Ariman T, Muleski GE (1981) A review of the response of buried pipelines under seismic excitation. Earthquake Eng Struct Dyn 9: 133–151

    Google Scholar 

  • Awad AM, Humar JL (1984) Dynamic response of buildings to ground rotational motion. Canadian J of Civil Eng 2: 48–56.

    Google Scholar 

  • Biot MA (1942) Analytical and Experimental Methods in Engineering Seismology. ASCE Transactions 108: 365–408.

    Google Scholar 

  • Bouchon M, Aki K (1982) Strain and rotation associated with strong ground motion in the vicinity of earthquake faults. Bull Seism Soc Am 72: 1717–1738

    Google Scholar 

  • Bycroft GN (1980) Soil-foundation interaction and differential ground motions. Earthquake Eng Struct Dyn 8: 397–404

    Google Scholar 

  • Castellani A, Boffi G, (1986) Rotational components of the surface ground motion during an earthquake. Earthquake Eng Struct Dyn 14: 751–767

    Google Scholar 

  • Castellani A, Boffi G (1989) On the rotational components of seismic motion. Earthquake Eng Struct Dyn 18: 785–797

    Google Scholar 

  • Cochard A, Flaws A, Schreiber U, Igel H (2003) Observations and simulations of rotational motions. Geophys Res Abstr 5, 13160

    Google Scholar 

  • Davison C (1927) The Founders of Seismology. Cambridge University Press, Cambridge 240

    Google Scholar 

  • Droste Z, Teisseyre R (1976) Rotational and displacement components of ground motion as deduced from data of the azimuth system of seismographs. Publs Inst Geophys Pol Acad Sci 97: 157–167

    Google Scholar 

  • Farrell WE (1969) A gyroscopic seismometer: Measurements during the Borrego earthquake. Bull Seism Soc Am 59: 1239–1245

    Google Scholar 

  • Graizer VM (1989) Ob izmerenii naklona zemnoi poverkhnosti vblizi epitsentra vzriva. Dokladi Akademii Nauk SSSR, Geofizika 305:2, 314–318

    Google Scholar 

  • Gupta ID, Trifunac MD (1987a) Statistical analysis of response spectra method in earthquake engineering. Dept Civil Eng, Univ Southern California, Los Angeles CA, Report 87-03

    Google Scholar 

  • Gupta ID, Trifunac MD (1987b) A note on contribution of torsional excitation to earthquake response of simple symmetric buildings. Earthq Eng Eng Vib 7:3, 27–46

    Google Scholar 

  • Gupta ID, Trifunac MD (1988a) A note on computing the contribution of rocking excitation to earthquake response of simple buildings. Bull Indian Soc Earthq Tech 25:2, 73–89

    Google Scholar 

  • Gupta ID, Trifunac MD (1988b) Order statistics of peaks in earthquake response. J Eng Mech (ASCE) 114:10, 1605–1627

    Google Scholar 

  • Gupta VK, Trifunac MD (1989) Investigation of building response to translational and rotational earthquake excitations. Dept Civil Eng Univ Southern California, Los Angeles CA, Report 89-02

    Google Scholar 

  • Gupta ID, Trifunac MD (1990a) Probabilistic spectrum superposition for response analysis including the effects of soil-structure interaction. J Probabilistic Eng Mech 5: 9–18

    Article  Google Scholar 

  • Gupta VK, Trifunac MD (1990b) Response of multistoried buildings to ground translation and rocking during earthquakes. J Probabilistic Eng Mech 5: 138–145

    Article  Google Scholar 

  • Gupta VK, Trifunac MD (1990c) Response of multistoried buildings to ground translation and torsion during earthquakes. European Earthq Eng IV,1, 34–42

    Google Scholar 

  • Gupta VK, Trifunac MD (1991) Effects of ground rocking on dynamic response of multistoried buildings during earthquakes. Struct Eng/Earthq Eng (JSCE) 8:2, 43-50

    Google Scholar 

  • Gutenberg B (1927) Grundlagen der Erdbebenkunde. Univ Frankfurt a/M 189

    Google Scholar 

  • Hart GC, DiJulio M, Lew M (1975) Torsional response of high-rise buildings. J Struct Div-ASCE. 101: 397–414

    Google Scholar 

  • Haskell NA (1969) Elastic displacements in the near field of a propagating fault. Bull Seism Soc Am 59: 865–908

    Google Scholar 

  • Hayir A, Todorovska MI, Trifunac MD (2001) Antiplane response of a dyke with flexible soil-structure interface to incident SH-waves. Soil Dyn Earthq Eng 21:7, 603–613

    Article  Google Scholar 

  • Hobbs WH (1907) Earthquakes. An Introduction to Seismic Geology. Appleton and Co., New York pp 336

    Google Scholar 

  • Huang BS (2003) Ground rotational motions of the 1999 Chi-Chi, Taiwan earthquake as inferred from dense array observations. Geophys Res Letters 30:6, Art. No. 1307, 40–1, 40–4.

    Article  Google Scholar 

  • Imamura A (1937) Theoretical and applied seismology. Maruzen Co., Tokyo 358

    Google Scholar 

  • Jaroszewicz LR, Krajewski Z, Swillo R (2001) Application of fiber-optic Sagnac interferometer for detection of rotational seismic events. Mol Quantum Acoust 22: 133–144

    Google Scholar 

  • Jordanovski LR, Todorovska MI (2002) Inverse studies of the earthquake source mechanism from near-field strong motion records. Indian Soc Earthq Technol J 39:1–2, 73–91

    Google Scholar 

  • Kojic S, MD Trifunac, Anderson JC (1984) A post earthquake response analysis of the imperial county services building. Dept Civil Eng Univ Southern California, Los Angeles CA, Report CE 84-02

    Google Scholar 

  • Lee VW (1979) Investigation of three-dimensional soil-structure interaction. Dept Civil Eng Univ Southern California, Los Angeles CA, Report 79-11

    Google Scholar 

  • Lee VW (1990) Surface strains associated with strong earthquake shaking. Proc Japan Soc Civil Eng 422n:1–14, 187–194

    Google Scholar 

  • Lee VW (2002a) Empirical scaling of strong earthquake ground motion-part I: Attenuation and scaling of response spectrum. Indian Soc Earthq Technol J 39:4, 219–254

    Google Scholar 

  • Lee VW (2002b) Empirical scaling of strong earthquake ground motion-part II: Duration of strong motion. Indian Soc Earthq Technol J 39:4, 255–272

    Google Scholar 

  • Lee VW (2002c) Empirical scaling of strong earthquake ground motion-part III: Synthetic strong motion. Indian Soc Earthqe Technol J 39:4, 273–310

    Google Scholar 

  • Lee VW, Trifunac MD (1985) Torsional accelerograms. Int J Soil Dynam & Earthq Eng 4:3, 132–139

    Article  Google Scholar 

  • Lee VW, Trifunac MD (1987) Rocking strong earthquake accelerations. Int J Soil Dynam & Earthq Eng 6:2, 75–89

    Article  Google Scholar 

  • Lin CH, Lee VW, Trifunac MD (2001) Effects of boundary drainage on the reflection of elastic waves in a poroelastic half space saturated with non-viscous fluid. Dept Civil Eng Univ Southern California, Los Angeles CA, Report No. CE 01-04

    Google Scholar 

  • Luco JE (1976) Torsional response of structures to obliquely incident seismic SH waves. Earthquake Eng Struc 4, 207–219

    Google Scholar 

  • Morgan JR, Hall WJ, Newmark NM (1983) Seismic response arising from traveling waves. J Struct Div-ASCE 109:4, 1010–1027

    Article  Google Scholar 

  • Moriya T, Marumo R (1998) Design for rotation seismometers and their calibration. Geophys Bull Hokkaido Univ 61: 99–106

    Google Scholar 

  • Moslem K, Trifunac MD (1986) Effects of soil-structure interaction on the response of buildings during strong earthquake ground motion. Dept Civil Eng Univ Southern California, Los Angeles CA, Report No. CE 86-04

    Google Scholar 

  • Nathan ND, MacKenzie JR (1975) Rotational components of earthquake motion. Can J Civil Eng 2: 430–436

    Article  Google Scholar 

  • Newmark NM (1969) Torsion in symmetrical buildings. Proc Fourth World Conference on Earthquake Eng II, A3/19–A3/32

    Google Scholar 

  • Nigbor RL (1994) Six-degree-of-freedom ground-motion measurement. Bull Seism Soc Am 84: 1665–1669

    Google Scholar 

  • Oliveira CS, Bolt BA (1989) Rotational components of surface strong ground motion. Earthquake Eng Struct 18: 517–526

    Google Scholar 

  • Richter CF (1958) Elementary seismology. Freeman and Co., San Francisco CA

    Google Scholar 

  • Rosenblueth E (1957) Comments on torsion. Procs Convention Struct Eng Assoc Southern California 36–38

    Google Scholar 

  • Rutenberg A, Heidebrecht AC (1985) Rotational ground motion and seismic codes. Can J Civil Eng 12:3, 583–592

    Google Scholar 

  • Sanchez-Sesma FJ, Palencia VJ, Luzon F (2002) Estimation of local site effects during earthquakes: An overview. Indian Soc Earthq Technol J 39:3, 167–194

    Google Scholar 

  • Scanlan RH (1976) Seismic wave effects on soil-structure interaction. Earthquake Eng Struct 4: 379–388

    Google Scholar 

  • Shibata H, Shigeta T, Sone A (1976) A note on some results of observation of torsional ground motions and their response analysis. Bull Earthquake Resistant Struct Research Center 10: 43–47

    Google Scholar 

  • Stedman GE, Li Z, Bilger HR (1995) Sideband analysis and seismic detection in a large ring laser. App Optics 34: 5375–5385

    Article  Google Scholar 

  • Takeo M (1998) Ground rotational motions recorded in near-source region. Geophys Res Lett 25:6, 789–792

    Article  Google Scholar 

  • Takeo M, Ito HM (1997) What can be learned from rotational motions excited by earthquakes? Geophys J Int 129: 319–329

    Google Scholar 

  • Teisseyre R (2002) Continuum with defect and self rotation fields. Acta Geophys Pol 50: 51–68

    Google Scholar 

  • Teisseyre R, BoratyÅ„ski W (2002) Continuum with self-rotational nuclei: Evolution of defect fields and equations of motion. Acta Geophys Pol 50: 223–230

    Google Scholar 

  • Teisseyre R, Majewski E (2002) Physics of earthquakes. In: Lee WHM et al. (eds) International Handbook of Earthquake and Engineering Seismology, part A. Academic Press, Amsterdam, pp 229–235

    Google Scholar 

  • Teisseyre R, Suchcicki J, Teisseyre K, Wiszniowski J, Palangio P (2003) Seismic rotation waves: Basic elements of theory and recording. Ann Geophys 46:4, 671–685

    Google Scholar 

  • Todorovska MI, Trifunac MD (1990a) Analytical model for in plane incident building foundation soil interaction: Incident P, SV, and Rayleigh waves, Dept Civil Eng Univ Southern California, Los Angeles CA, Report 90-01

    Google Scholar 

  • Todorovska MI, Trifunac MD (1990b) A note on the propagation of earthquake waves in buildings with soft first floor. J Eng Mech-ASCE 116:4, 892–900

    Google Scholar 

  • Todorovska MI, Trifunac MD (1992a) The system damping, the system frequency and the system response peak amplitudes during in-plane building-soil interaction. Earthquake Eng Struct 21:2, 127–144

    Google Scholar 

  • Todorovska MI, Trifunac MD (1992b) Effect of the base input base rocking on the relative response of long buildings on embedded foundations. Europ Earthq Eng VI:1, 36–46

    Google Scholar 

  • Todorovska MI, Trifunac MD (1993) The effects of wave passage on the response of base-isolated buildings on rigid embedded foundations. Dept Civil Eng Univ Southern California, Los Angeles CA, Report CE 93-10

    Google Scholar 

  • Todorovska MI, Trifunac MD, Lee VW (1988) Investigation of earthquake response of long buildings. Dept Civil Eng Univ Southern California, Los Angeles CA, Report No. CE 88-02

    Google Scholar 

  • Todorovska MI, Hayir A, Trifunac MD (2001) Antiplane response of a dike on flexible embedded foundation to incident SH-waves. Soil Dyn Earthq Eng 21:7, 593–601

    Article  Google Scholar 

  • Trifunac MD (1971) A method for synthesizing realistic strong ground motion. Bull Seism Soc Am 61: 1755–1770

    Google Scholar 

  • Trifunac MD (1974) A three-dimensional dislocation model for the San Fernando, California earthquake of February 9, 1971. Bull Seism Soc Am 64: 149–172

    Google Scholar 

  • Trifunac MD (1982) A note on rotational components of earthquake motions for incident body waves. Soil Dyn Earthq Eng 1:1, 11–19

    Article  Google Scholar 

  • Trifunac MD (1990) Curvograms of strong ground motion. J Eng Mech-ASCE 116:6, 1426–1432

    Google Scholar 

  • Trifunac MD (1997) Differential earthquake motion of building foundations. J Struct Eng-ASCE 4, 414–422

    Google Scholar 

  • Trifunac MD (2002) 70th anniversary of Biot spectrum. Indian Soc Earthq Technol J 40:1, 19–50

    Google Scholar 

  • Trifunac MD (2003) Non-linear soil response as a natural passive isolation mechanism, Paper II — the 1933 Long Beach, California earthquake. Soil Dyn Earthq Eng 23:7, 549–562

    Article  Google Scholar 

  • Trifunac MD, Ivanovic SS (2003) Analysis of drifts in a seven-story reinforced concrete structure. Dept Civil Eng Univ Southern California, Los Angeles CA, Report No. CE 03-01

    Google Scholar 

  • Trifunac MD, Todorovska MI (1997a) Response spectra and differential motion of columns. Earthquake Eng Struct 26:2, 251–268

    Article  Google Scholar 

  • Trifunac MD, Todorovska MI (1997b) Northridge, California, earthquake of 17 January 1994: Density of pipe breaks and surface strains. Soil Dyn Earthq Eng 16:3, 193–207

    Article  Google Scholar 

  • Trifunac MD, Todorovska MI (1998) Non-linear soil response as a natural passive isolation mechanism — the 1994 Northridge, California Earthquake. Soil Dyn Earthq Eng 17:1, 41–51

    Article  Google Scholar 

  • Trifunac MD, Todorovska MI (1999) Reduction of structural damage by nonlinear soil response. J Struct Eng-ASCE 125: 89–97

    Article  Google Scholar 

  • Trifunac MD, Todorovska MI (2001a) Evolution of accelerographs, data processing, strong motion arrays and amplitude and spatial resolution in recording strong earthquake motion. Soil Dyn Earthq Eng 21:6, 537–555

    Article  Google Scholar 

  • Trifunac MD, Todorovska MI (2001b) A note on useable dynamic range in accelerographs recording translation. Soil Dyn Earthq Eng 21:4, 275–286

    Article  Google Scholar 

  • Trifunac MD, Todorovska MI (2001c) Recording and interpreting earthquake response of full scale structures. In: Erdik M et al. (eds.) Proc NATO Advanced Research Workshop on Strong Motion Instrumentation for Civil Eng Structures, Istanbul, Turkey, June 2–5 1999, Kluwer Acad Publ, Dordrecht, pp 131–155

    Google Scholar 

  • Trifunac MD, Todorovska MI (2003) Tsunami source parameters of submarine earthquakes and slides. In: Locat J and Mienert J (ed.) Proc First Intern Symp on Submarine mass movements and their consequences, EGS-AGU-EUG Joint Meeting, Nice, France, April 7–11, Kluwer Academic Publ, Dordrecht, pp 121–128

    Google Scholar 

  • Trifunac MD, Udwadia FE (1974) Parkfield, California earthquake of June 27, 1966: A three-dimensional moving dislocation. Bull Seism Soc Am 64: 511–533

    Google Scholar 

  • Trifunac MD, Todorovska MI, Ivanovic SS (1996) Peak velocities, and peak surface strains during Northridge, California earthquake of 17 January 1994. Soil Dyn Earthq Eng 15:5, 301–310

    Article  Google Scholar 

  • Trifunac MD, Ivanovic SS, Todorovska MI, Novikova EI, Gladkov A(1999) Experimental evidence for flexibility of a building foundation supported by concrete friction piles. Soil Dyn Earthq Eng 18:3, 169–187

    Article  Google Scholar 

  • Trifunac MD, Hao TY, Todorovska MI (2001a) Response of a 14 story reinforced concrete structure to excitation by nine earthquakes: 61 years of observation in the Hollywood storage building, Dept Civil Eng Univ Southern California, Los Angeles CA, Report CE 01-02

    Google Scholar 

  • Trifunac MD, Ivanovic SS, Todorovska MI (2001b) Apparent periods of a building, Part I: Fourier analysis. J Struct Eng-ASCE 127:5, 517–526

    Article  Google Scholar 

  • Trifunac MD, Ivanovic SS, Todorovska MI (2001c) Apparent periods of a building, part II: Time-frequency analysis. J Struct Eng-ASCE 127:5, 527–537

    Article  Google Scholar 

  • Werner SD, Lee LC, Wong HL, Trifunac MD (1979) Structural response to traveling seismic waves, J of Struct Div-ASCE 105, ST12, 2547–2564

    Google Scholar 

  • Wong HL, Trifunac MD (1979) Generation of artificial strong motion accelerograms. Int J Earthq Eng Struct Dynamics 7: 509–527

    Google Scholar 

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Trifunac, M.D. (2006). Effects of Torsional and Rocking Excitations on the Response of Structures. In: Teisseyre, R., Majewski, E., Takeo, M. (eds) Earthquake Source Asymmetry, Structural Media and Rotation Effects. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-31337-0_39

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