Simulation of tunnel response under spatially varying ground motion

Soil Dynamics and Earthquake Engineering

Volumn 29, Issue 11-12, 2009, Pages 1417-1424

  Park, Duhee ^a   Sagong, Myung ^b   Kwak, Dong Yeop ^a   Jeong, Chang Gyun ^a  

^a Hanyang University   (South Korea)

^b Korea Railroad Research Institute   (South Korea)

Author keywords

Coherency function; Ground motion; Longitudinal displacement profile; Spatially variable; Tunnel

Indexed keywords

AXIAL STRESS; COHERENCY FUNCTION; FINITE ELEMENT ANALYSIS; GROUND MOTION; GROUND MOTIONS; LONGITUDINAL DIRECTION; LONGITUDINAL DISPLACEMENT PROFILE; LONGITUDINAL DISPLACEMENTS; PSEUDOSTATIC; SITE AMPLIFICATION; SPATIALLY VARIABLE; SPATIALLY VARIABLE GROUND MOTIONS; SPATIALLY VARYING GROUND MOTION; TIME HISTORY; UNDERGROUND TUNNELS; WAVE SCATTERING;

AMPLIFICATION; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; WIND TUNNELS;

TUNNELS;

COMPUTER SIMULATION; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; GROUND MOTION; LONGITUDINAL GRADIENT; SEISMIC RESPONSE; STRUCTURAL ANALYSIS; THREE-DIMENSIONAL MODELING; TUNNEL DESIGN; TUNNEL LINING; UNDERGROUND CONSTRUCTION; WAVE SCATTERING;

EID: 67749121985     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2009.05.005     Document Type: Article

References (15)

1. Wang J.N. Seismic design of tunnels: a state-of-the-art approach (1993), Parsons Brinckerhoff Quade & Douglas, Inc., New York
2. Hashash Y.M.A., Hook J.J., Schmidt B., and Yao J.I.C. Seismic design and analysis of underground structure. Tunneling and Underground Space Technology 16 4 (2001) 247-293
3. Hashash Y.M.A., Park D., and Yao J.I.C. Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures. Tunneling and Underground Space Technology 20 5 (2005) 435-441
4. St John C.M., and Zahrah T.F. Aseismic design of underground structures. Tunneling and Underground Space Technology 2 2 (1987) 165-197
5. Hashash YMA, Tseng WS, Krimotat A. Seismic soil-structure interaction analysis for immersed tube tunnels retrofit. In: Geotechnical earthquake engineering and soil mechanics. vol. III. 1998. p. 1380-91.
6. Abrahamson N.A., Schneider J.F., and Stepp J.C. Empirical spatial coherency functions for applications to soil-structure interaction. Earthquake Spectra 7 (1992) 1-27
7. Harichandran R.S., and Vanmarcke E.H. Stochastic variation of earthquake ground motion in space and time. Journal of Engineering Mechanics 112 2 (1986) 154-174
8. Luco J.E., and Wong H.L. Response of a rigid foundation to a spatially random ground motion. Earthquake Engineering and Structural Dynamics (1986) 14891-14908
9. Zerva A., and Zervas V. Spatial variation of seismic ground motions: an overview. Applied Mechanical Review 55 3 (2002) 271-297
10. Hao H., Oliveria C.S., and Penzien J. Multiple-station ground motion processing and simulation based on SMART-1 array data. Nuclear Engineering and Design 111 3 (1989) 210-293
11. Abrahamson NA. Generation of spatially incoherent strong motion time histories. In: Tenth world conference on earthquake engineering. Madrid, Spain: 1992. p. 845-50.
12. Katafygiotis LS, Zerva A, Pachakis D. An efficient approach for the simulation of spatially variable motions for the seismic response of lifelines. In: Proceedings of the 13th ASCE engineering mechanics conference. Baltimore, MD: 1999.
13. Hashash Y.M.A., and Park D. Non-linear one-dimensional seismic ground motion propagation in the Mississippi embayment. Engineering Geology 62 1-3 (2001) 185-206
14. Park D., and Hashash Y.M.A. Soil damping formulation in nonlinear time domain site response analysis. Journal of Earthquake Engineering 8 2 (2004) 249-274
15. VisualFEA. User's Manual. 2003.