Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Ariman T, Muleski GE (1981) A review of the response of buried pipelines under seismic excitation. Earthquake Eng Struct Dyn 9: 133–151
Awad AM, Humar JL (1984) Dynamic response of buildings to ground rotational motion. Canadian J of Civil Eng 2: 48–56.
Biot MA (1942) Analytical and Experimental Methods in Engineering Seismology. ASCE Transactions 108: 365–408.
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
Bycroft GN (1980) Soil-foundation interaction and differential ground motions. Earthquake Eng Struct Dyn 8: 397–404
Castellani A, Boffi G, (1986) Rotational components of the surface ground motion during an earthquake. Earthquake Eng Struct Dyn 14: 751–767
Castellani A, Boffi G (1989) On the rotational components of seismic motion. Earthquake Eng Struct Dyn 18: 785–797
Cochard A, Flaws A, Schreiber U, Igel H (2003) Observations and simulations of rotational motions. Geophys Res Abstr 5, 13160
Davison C (1927) The Founders of Seismology. Cambridge University Press, Cambridge 240
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
Farrell WE (1969) A gyroscopic seismometer: Measurements during the Borrego earthquake. Bull Seism Soc Am 59: 1239–1245
Graizer VM (1989) Ob izmerenii naklona zemnoi poverkhnosti vblizi epitsentra vzriva. Dokladi Akademii Nauk SSSR, Geofizika 305:2, 314–318
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
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
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
Gupta ID, Trifunac MD (1988b) Order statistics of peaks in earthquake response. J Eng Mech (ASCE) 114:10, 1605–1627
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
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
Gupta VK, Trifunac MD (1990b) Response of multistoried buildings to ground translation and rocking during earthquakes. J Probabilistic Eng Mech 5: 138–145
Gupta VK, Trifunac MD (1990c) Response of multistoried buildings to ground translation and torsion during earthquakes. European Earthq Eng IV,1, 34–42
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
Gutenberg B (1927) Grundlagen der Erdbebenkunde. Univ Frankfurt a/M 189
Hart GC, DiJulio M, Lew M (1975) Torsional response of high-rise buildings. J Struct Div-ASCE. 101: 397–414
Haskell NA (1969) Elastic displacements in the near field of a propagating fault. Bull Seism Soc Am 59: 865–908
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
Hobbs WH (1907) Earthquakes. An Introduction to Seismic Geology. Appleton and Co., New York pp 336
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.
Imamura A (1937) Theoretical and applied seismology. Maruzen Co., Tokyo 358
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
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
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
Lee VW (1979) Investigation of three-dimensional soil-structure interaction. Dept Civil Eng Univ Southern California, Los Angeles CA, Report 79-11
Lee VW (1990) Surface strains associated with strong earthquake shaking. Proc Japan Soc Civil Eng 422n:1–14, 187–194
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
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
Lee VW (2002c) Empirical scaling of strong earthquake ground motion-part III: Synthetic strong motion. Indian Soc Earthqe Technol J 39:4, 273–310
Lee VW, Trifunac MD (1985) Torsional accelerograms. Int J Soil Dynam & Earthq Eng 4:3, 132–139
Lee VW, Trifunac MD (1987) Rocking strong earthquake accelerations. Int J Soil Dynam & Earthq Eng 6:2, 75–89
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
Luco JE (1976) Torsional response of structures to obliquely incident seismic SH waves. Earthquake Eng Struc 4, 207–219
Morgan JR, Hall WJ, Newmark NM (1983) Seismic response arising from traveling waves. J Struct Div-ASCE 109:4, 1010–1027
Moriya T, Marumo R (1998) Design for rotation seismometers and their calibration. Geophys Bull Hokkaido Univ 61: 99–106
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
Nathan ND, MacKenzie JR (1975) Rotational components of earthquake motion. Can J Civil Eng 2: 430–436
Newmark NM (1969) Torsion in symmetrical buildings. Proc Fourth World Conference on Earthquake Eng II, A3/19–A3/32
Nigbor RL (1994) Six-degree-of-freedom ground-motion measurement. Bull Seism Soc Am 84: 1665–1669
Oliveira CS, Bolt BA (1989) Rotational components of surface strong ground motion. Earthquake Eng Struct 18: 517–526
Richter CF (1958) Elementary seismology. Freeman and Co., San Francisco CA
Rosenblueth E (1957) Comments on torsion. Procs Convention Struct Eng Assoc Southern California 36–38
Rutenberg A, Heidebrecht AC (1985) Rotational ground motion and seismic codes. Can J Civil Eng 12:3, 583–592
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
Scanlan RH (1976) Seismic wave effects on soil-structure interaction. Earthquake Eng Struct 4: 379–388
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
Stedman GE, Li Z, Bilger HR (1995) Sideband analysis and seismic detection in a large ring laser. App Optics 34: 5375–5385
Takeo M (1998) Ground rotational motions recorded in near-source region. Geophys Res Lett 25:6, 789–792
Takeo M, Ito HM (1997) What can be learned from rotational motions excited by earthquakes? Geophys J Int 129: 319–329
Teisseyre R (2002) Continuum with defect and self rotation fields. Acta Geophys Pol 50: 51–68
Teisseyre R, Boratyński W (2002) Continuum with self-rotational nuclei: Evolution of defect fields and equations of motion. Acta Geophys Pol 50: 223–230
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
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
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
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
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
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
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
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
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
Trifunac MD (1971) A method for synthesizing realistic strong ground motion. Bull Seism Soc Am 61: 1755–1770
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
Trifunac MD (1982) A note on rotational components of earthquake motions for incident body waves. Soil Dyn Earthq Eng 1:1, 11–19
Trifunac MD (1990) Curvograms of strong ground motion. J Eng Mech-ASCE 116:6, 1426–1432
Trifunac MD (1997) Differential earthquake motion of building foundations. J Struct Eng-ASCE 4, 414–422
Trifunac MD (2002) 70th anniversary of Biot spectrum. Indian Soc Earthq Technol J 40:1, 19–50
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
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
Trifunac MD, Todorovska MI (1997a) Response spectra and differential motion of columns. Earthquake Eng Struct 26:2, 251–268
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
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
Trifunac MD, Todorovska MI (1999) Reduction of structural damage by nonlinear soil response. J Struct Eng-ASCE 125: 89–97
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
Trifunac MD, Todorovska MI (2001b) A note on useable dynamic range in accelerographs recording translation. Soil Dyn Earthq Eng 21:4, 275–286
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
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
Trifunac MD, Udwadia FE (1974) Parkfield, California earthquake of June 27, 1966: A three-dimensional moving dislocation. Bull Seism Soc Am 64: 511–533
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
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
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
Trifunac MD, Ivanovic SS, Todorovska MI (2001b) Apparent periods of a building, Part I: Fourier analysis. J Struct Eng-ASCE 127:5, 517–526
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
Werner SD, Lee LC, Wong HL, Trifunac MD (1979) Structural response to traveling seismic waves, J of Struct Div-ASCE 105, ST12, 2547–2564
Wong HL, Trifunac MD (1979) Generation of artificial strong motion accelerograms. Int J Earthq Eng Struct Dynamics 7: 509–527
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2006 Springer-Verlag Berlin Heidelberg
About this chapter
Cite this chapter
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
Download citation
DOI: https://doi.org/10.1007/3-540-31337-0_39
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-31336-6
Online ISBN: 978-3-540-31337-3
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)