Monitoring result analysis of Lenzhuguan slope ground shock response of Lushan earthquake of Sichuan, China

Journal of Chengdu University of Technology (Science and Technology Edition)

Volumn 40, Issue 3, 2013, Pages 232-241

  Luo, Yong Hong ^a   Wang, Yun Sheng ^a   He, Yuan ^a   Gao, Yuan ^a   Liu, Zhe ^a   Cao, Wen Zheng ^a  

^a CHENGDU UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Arias intensity; Lenzhuguan; Luding; Lushan earthquake; Monitoring result; Slope ground shock response; Topography amplification effect

Indexed keywords

EARTHQUAKE EVENT; EARTHQUAKE INTENSITY; GROUND MOTION; SEISMIC RESPONSE; SITE EFFECT; SLOPE; STRONG MOTION; TOPOGRAPHY; VIBRATION;

CHINA; SICHUAN;

ANAS;

EID: 84882951038     PISSN: 16719727     EISSN: None     Source Type: Journal    
DOI: 10.3969/j.issn.1671-9727.2013.03.02     Document Type: Article

References (15)

1. Liu H B, Zhu X. Advance on topographic amplification effects of seismic response[J]. World Earthquake Engineering, 1999, 15 (3): 20-25.
2. Celebi M. Topographic and geological amplification determined from strong motion and aftershock records of March 1985 Chile earthquake[J]. Bull Seis Soc Am, 1987, 77: 1147-1167.
3. Hartzell S H, Carver D L, King K W. Initial investigation of site and topographic effects at Robinwood ridge, California [J] . Bull Seis Soc Am, 1994, 84: 1336-1349.
4. Qi S W, Wu F Q, Yan F Z, et al. Rock Slope Dynamic Response Analysis [M]. Beijing: Science Press, 2007.
5. Wan Y G. Modeling on Physical Processes of Earthquakes[D]. Beijing: Institute of Geology, China Earthquake Administration, 2006.
6. Zhu D D. Study on Complicated Rock Slopes of Static and Dynamic Stability [D]. Nanjing: Hehai University, 2007.
7. Chen X L, Li Y, Hong Q Y, et al. Numerical simulation of earthquake effects on rock slope[J]. Acta Petrologica Sinica, 2011, 27 (6): 1900-1908.
8. Chen G P, Wen Liuhan Heisha, Wang S. Comparisons of various characteristic parameters of strong motions [J]. South China Journal of Seismology, 2011, 31 (2): 45-54.
9. Li J. Several response spectrums' conception difference and their significance [J]. World Earthquake Engineering, 1993, 9 (4): 9-14.
10. DT/T5416-2009, The electric power industry standard of the people's republic of China: Specification of Strong Motion Safety Monitoring for Hydraulic Structures[S].
11. Luo Y H, Wang Y S. A study on the mountain slope ground motion topography amplification effect induced by Wenchuan Earthquake [J]. Journal of Mountain Science, 2013, 31 (2): 200-210.
12. Nogoshi M, Igarashi T. On the propagation characteristics estimation of subsurface using microtremors on the ground surface[J]. Seism Soc, 1970, 23: 264 -280.
13. Nakamura Y. A method for dynamic characteristics estimations of subsurface using microtremors on the ground surface [J]. Quart Rep Railway Tech Res Inst(RTRI), 1989, 30 (1): 25-33.
14. Lermo J, Chavez G F J. Are microtremors ursful in site response evaluation [J]. Bull Seism Soc Am, 1994, 84 (1): 1350-1364.
15. Tang H, Li X J, Li Y Q. Site effect of topography on ground motions of Xishan Park of Zigong City [J]. Journal of Vibration and Shock, 2012, 31 (8): 74-79.