HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i ›› 2012, Vol. 28 ›› Issue (3): 49-53.DOI: 10.3969/j.issn.1009-0479.2012.03.012
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ＺＨＯＵ Ｈｕａ，ＳＨＥＮ Ｍｅｉ-ｙａｎｇ
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Abstract: ＧｕａｎｇｚｈｏｕＯｐｅｒａＨｏｕｓｅｉｓｔｙｐｉｃａｌｉｎｕｓｉｎｇｓｐｅｃｉａｌｓｈａｐｅｄｓｔｅｅｌｓｔｒｕｃｔｕｒｅｏｎａｌａｒｇｅｓｃａｌｅｉｎ ｔｈｅｓｅｙｅａｒｓ．ＴｈｅＯｐｅｒａＨｏｕｓｅ，ｃｏｍｐｏｓｅｄｏｆｔｗｏｉｒｒｅｇｕｌａｒｍｏｎｏｍｅｒｓｊｏｉｎｅｄｂｙｔｒｉａｎｇｌｅｓｉｎｄｉｆｆｅｒｅｎｔｓｉｚｅｓ， ｈｉｇｈｌｉｇｈｔｓｉｔｓｓｕｒｆａｃｅｗｉｔｈｓｔｅｅｌｓｔｒｕｃｔｕｒｅｃｏｎｔａｉｎｉｎｇｃｏｎｃｒｅｔｅｓｔｒｕｃｔｕｒｅｉｎｓｉｄｅ．Ｆｏｌｄｅｄｐｌａｔｅｓｈｅｌｌｓａｒｅｕｓｅｄ ｉｎｔｈｅｓｔｅｅｌｓｔｒｕｃｔｕｒｅｗｉｔｈａｆｕｌｃｒｕｍｕｎｄｅｒｉｔｂｕｔａｂｏｖｅｔｈｅｃｏｎｃｒｅｔｅ．Ｔｏｇｕａｒａｎｔｅｅｓｔｉｆｆｎｅｓｓ，ｔｈｅｊｏｉｎｔｓｆｏｒ ｒｉｂｌｉｎｅｓｉｎｔｅｒｓｅｃｔｅｄａｒｅｓｔｅｅｌｃａｓｔ，ａｎｄｏｔｈｅｒｓａｒｅｔａｂｕｌａｒ．Ｔｈｉｓｐａｐｅｒｉｎｔｒｏｄｕｃｅｓｈｏｗｔｈｅｓｔｅｅｌｓｔｒｕｃｔｕｒｅｉｓ ｄｅｓｉｇｎｅｄｉｎｔｈｅＯｐｅｒａＨｏｕｓｅ，ｉｎｃｌｕｄｉｎｇｔｈｅｓｃｈｅｍｅｄｅｓｉｇｎ，ｓｔｅｅｌｃｏｓｔｏｐｔｉｍｉｚａｔｉｏｎ，ｌｉｎｅａｒｓｔａｔｉｃａｎａｌｙｓｉｓ， ｌｏａｄｃａｐａｃｉｔｙｃｈｅｃｋｉｎｇａｎｄｇｅｏｍｅｔｒｉｃａｌｎｏｎｌｉｎｅａｒａｎａｌｙｓｉｓ．Ａｎｄｉｔｐｒｏｖｅｓｔｈｅｒａｔｉｏｎａｌｉｔｙｏｆｓｔｅｅｌｃａｓｔｊｏｉｎｔｓ ｉｎｍｅｃｈａｎｉｃａｌｄｅｓｉｇｎｂｙｍｅａｎｓｏｆＦＥＭｒｅｓｕｌｔｓｏｆｔｙｐｉｃａｌｊｏｉｎｔｓ
CLC Number:
ＴＵ３１
ＺＨＯＵ Ｈｕａ ＳＨＥＮ Ｍｅｉ-ｙａｎｇ. Ｏｎ ｔｈｅ Ｓｔｅｅｌ Ｓｔｒｕｃｔｕｒｅ Ｄｅｓｉｇｎｏｆ Ｇｕａｎｇｚｈｏｕ Ｏｐｅｒａ Ｈｏｕｓｅ[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2012, 28(3): 49-53.
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http://kmyzxb.magtech.com.cn/EN/Y2012/V28/I3/49
