HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i ›› 2013, Vol. 29 ›› Issue (3): 60-.DOI: 10.3969/j.issn.1009-0479.2013.03.013
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Abstract: Ｔａｋｉｎｇｒｅｓｐｏｎｓｅｓｐｅｃｔｒｕｍａｎａｌｙｓｉｓａｓａｎｅｘａｍｐｌｅ，ｔｈｉｓｐａｐｅｒｄｅｄｕｃｅｓｔｈｅｒｅｌａｔｉｏｎｓｈｉｐｂｅｔｗｅｅｎｔｈｅｓｅｉｓｍｉｃｆｏｒｃｅｓａｎｄｒｉｇｉｄｉｔｙｏｎｐｉｅｒｓ，ａｎｄｄｒａｗｓａｓｅｉｓｍｉｃｆｏｒｃｅｒｉｇｉｄｉｔｙｃｕｒｖｅｇｒａｐｈ，ａｉｍｉｎｇｔｏｐｒｏｖｅｔｈａｔｓｅｉｓｍｉｃｆｏｒｃｅｏｎｐｉｅｒｓｉｎｃｒｅａｓｅｓｓｈａｒｐｌｙａｓｔｈｅｒｉｇｉｄｉｔｙｉｎｃｒｅａｓｅｓｗｈｅｎｅａｒｔｈｑｕａｋｅｈａｐｐｅｎｓ．Ｔａｋｉｎｇａｂｒｉｄｇｅｗｉｔｈｄｅｆｅｃｔｓｏｎｉｔｓｐｉｅｒｓａｓａｃａｓｅ，ｉｔｐｒｏｐｏｓｅｓｔｗｏｓｔｒｅｎｇｔｈｅｎｉｎｇｄｅｓｉｇｎｓｃｈｅｍｅｓ，ａｎｄｔｈｅｎｃａｌｃｕｌａｔｅｓｔｈｅｉｎｎｅｒｆｏｒｃｅｖａｒｉａｔｉｏｎｏｆｓｅｉｓｍｉｃｒｅｓｐｏｎｓｅａｎｄｐｉｅｒｓ＆ｐｉｌｅｆｏｕｎｄａｔｉｏｎｒｅｓｐｅｃｔｉｖｅｌｙ．Ｉｔｐｒｏｖｅｓｔｈａｔｔｈｅｉｎｃｒｅａｓｉｎｇｒｉｇｉｄｉｔｙｏｆｐｉｅｒｓｈａｓａｄｖｅｒｓｅｅｆｆｅｃｔｓｏｎｔｈｅｐｉｌｅｆｏｕｎｄａｔｉｏｎａｎｄａｓｃｈｅｍｅｗｉｔｈｎｏｃｈａｎｇｅｏｆｒｉｇｉｄｉｔｙｓｈｏｕｌｄｂｅｃｈｏｓｅｎｉｎｓｔｒｏｎｇｅａｒｔｈｑｕａｋｅｈｉｔａｒｅａｓ．
Key words: ｅａｒｔｈｑｕａｋｅｈｉｔａｒｅａｓ, ｐｉｅｒｓｓｔｒｅｎｇｔｈｅｎｉｎｇ, ｒｉｇｉｄｉｔｙ, ｒｅｓｐｏｎｓｅｓｐｅｃｔｒｕｍ, ｎａｔｕｒａｌｖｉｂｒａｔｉｏｎｐｅ ｒｉｏｄ
CLC Number:
ＴＵ３５２.１１
ZHU Xiao-Yuan. ＯｎＳｃｈｅｍｅｓｏｆＳｔｒｅｎｇｔｈｅｎｉｎｇＢｒｉｄｇｅＰｉｅｒｓｉｎＳｔｒｏｎｇＥａｒｔｈｑｕａｋｅｈｉｔＡｒｅａ[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2013, 29(3): 60-.
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URL: http://kmyzxb.magtech.com.cn/EN/10.3969/j.issn.1009-0479.2013.03.013
http://kmyzxb.magtech.com.cn/EN/Y2013/V29/I3/60
