[1]
XU Xi-wei, WEN Xue-ze, YE Jian-qing, et a1. The Ms 8.0 Wenchuan earthquake surface ruptures and its seis-mogenie structure[J]. Seismology and Geology, 2008.30(3): 597-629(in Chinese).
Google Scholar
[2]
Civil and structural groups of Tsinghua University, Xinan Jiaotong University and Beijing Jiaotong University. Analysis on Building Seismic Damage in Wenchuan Earthquake [J]. Journal of Building Structures, 2008.29(4):1-9.
Google Scholar
[3]
SUN Jing-jiang, MA Qiang, SHI Hong-bin, et a1. Building Damage in Cities and Towns Located in Higher Intensity Areas During Wenchuan Earthquake[J]. Journal of Earthquake Engineering and Engineering Vibration, 2008. 28(3): 7-15.
Google Scholar
[4]
HE Hong-lin, SUN Zhao-min, WEI Zhan-yu, et al.2008.Rupture of the Ms8.0 Wenchuan earthquake along Baishahe River[J]. Seismology and Geology, 30(3): 658-672(in Chinese).
Google Scholar
[5]
CHEN Gui-hua, LI Feng, ZHENG Rong-zhang, et al.2008.Several issues in the quantitative analysis of coseismic surface rupture produced by reverse faults: a case study from the 2008 Wenchuan earthquake [J].Seismology and Geology, 30(3):674-682(in Chinese).
Google Scholar
[6]
XU Xiwei, Yu Guihua, CHEN Guihua,et al.Parameters of Coseismic Reverse and Oblique-slip Surface Ruptures of the 2008 Wenchuan Earthquake,Eastern Tibetan Plateau[J]. ACTA GEOLOGICA SINICA, 2009.83(4):673-684.
DOI: 10.1111/j.1755-6724.2009.00091.x
Google Scholar
[7]
ZHOU Qing, XU Xi-wei, YU Gui-hua, et al. Investigation on widths of surface rupture zones of the M8. 0 Wenchuan earthquake, Sichuan Province, China[J].Seismology and Geology, 2008.30(3): 778-787 (in Chinese).
Google Scholar
[8]
ZHANG Bing.2008.An academic report PPT.Earth Observation Center, Chinese Academy of Sciences.
Google Scholar
[9]
Information on http://www.mlr.gov.cn/xwdt/tpxw/200805/t20080522_104094.htm
Google Scholar
[10]
LI Zhi-qiang, YUAN Yi-fan, LI Xiao-li, et al.2008.Preliminary Research on the Characteristics of the MS 8.0 Wenchuan Earthquake Hazard[J].Seismology and Geology, 30(4):855-876. (in Chinese).
Google Scholar
[11]
YANG Zhu-en, DENG Zhi-hui, MA Wen-tao, et al.2008. Some destruction and its seismic intensity in meizoseismal region of Wenchuan earthquake with magnitude 8, Sichuan, China[J]. Seismology and Geology, 30(2):349-354(in Chinese).
Google Scholar
[12]
XU Xi-wei, YU Gui-hua, MA W en-tao, et a1.2002. Evidence and methods for determining the safety distance from the potential earthquake surface rupture on active fault[J]. Seismology and Geology, 24(4): 470-483(in Chinese).
Google Scholar
[13]
HUANG Shuang-hua.1996.Discussion on Seismic Protection of Panzhihua City from Hanshin Earthquake in Japan[J].Joural of Panzhihua University, 13(2):67-71(in Chinese).
Google Scholar
[14]
FANG Hai, LI Sheng-yu, et al. 2005.Research on earthquake-reduction design method of continuous girder bridges in a high-intensity earthquake area[J]. Earthquake Engineering and Engineering Vibration, 25(6): 178-182(in Chinese).
Google Scholar