Estimation of ground motion acceleration and building response to a long distance earthquake

Journal of Earthquake Engineering

Volumn 2, Issue 3, 1998, Pages 477-485

  Tao, N F ^a   Brownjohn, J M W ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Building response; Ground accelerations; Instrumental effects; RMS acceleration; Site conditions

Indexed keywords

EID: 0032355759     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469809350331     Document Type: Article

References (5)

1. Bolt, B. A. [1978] “Earthquakes,” A Primer, Freeman, San Francisco, pp. 203.
2. Brownjohn, J. M. W and Ang, C. K. [in press]“Full-scale dynamic response of a high rise building to lateral loading," ASCE, Journal of Performance of Constructed Facilities.
3. Jiang, P. and Dai, L. S. [1993] “An introduction to engineering seismology,” Earthquake Press, Beijing, China, pp. 92-94 (in Chinese).
4. Kawashima, K. et al. [1985] “Duration of strong ground motion acceleration records,” Proc. JSCE Structural Eng./Earthq. 2(2), pp. 223-229.
5. Tajimi, H. [1960] “A statistical method of determining the maximum response of a building structure during an earthquake,” Proc. 2nd World Conference on Earthquake Engineering, Tokyo 2, pp. 781-797.