| Record ID | ia:gangjiegouwendin0000unse |
| Source | Internet Archive |
| Download MARC XML | https://archive.org/download/gangjiegouwendin0000unse/gangjiegouwendin0000unse_marc.xml |
| Download MARC binary | https://www.archive.org/download/gangjiegouwendin0000unse/gangjiegouwendin0000unse_meta.mrc |
LEADER: 02246cam 2200385Ma 4500
001 ocn956472582
003 OCoLC
005 20220613204019.0
008 131025s2010 cc b 000 0 chi d
040 $aCNNAN$bchi$cCNNAN$dOCLCQ$dCNCLB
066 $c$1
020 $a9787508389066
020 $a7508389069
035 $a(OCoLC)956472582
084 $aTU391.01$2clc
245 00 $6880-01$aGang jie gou wen ding :$bLi lun yu she ji /$cChen ji, chen hao jun zhu bian.
250 $6880-02$aDi 1 ban.
260 $6880-03$aBeijing :$bZhong guo dian li chu ban she,$c2010.
300 $a33, 875 p. ;$c27 cm
500 $6880-04$aPu tong gao deng jiao yu " shi yi wu " gui hua jiao cai.
650 07 $aGang jie gou$xJie gou wen ding xing$xGao deng jiao yu$vJiao cai$vYing wen .$2cct
700 1 $6880-05$aChen, Ji.
700 1 $6880-06$aChen, Haojun.
880 00 $6245-01/$1$a钢结构稳定 :$b理论与设计 : theory and design : [英文本] /$c陈骥, 陈浩军主编.
880 $6250-02/$1$a第1版.
880 $6260-03/$1$a北京 :$b中国电力出版社,$c2010.
880 $6336-00/$1$a文本$btxt$2rdacontent/chi
880 $6337-00/$1$a无中介$bn$2rdamedia/chi
880 $6500-04/$1$a普通高等教育"十一五"规划教材.
880 $6520-00/$1$a本书共八章, 内容包括以下几个方面: 失稳分类: 分岔失稳的类型, 极值点失稳和跃越失稳;轴心受压柱, 梁柱, 刚接和半刚接刚架的平面弯曲屈曲性能和实用设计方法;柱, 梁和梁柱的平面外弯扭屈曲性能和实用设计方法;薄板的凸曲和屈曲后性能, 冷弯薄壁板件的局部屈曲, 畸变屈曲, 整体屈曲和它们之间的相关屈曲, 有效宽度和直接强度两种设计方法;弹性和弹塑性钢结构的能量法和数值法以及其试验验证.
880 07 $6650-00/$1$a钢结构$x结构稳定性$x高等教育$v教材.$2cct
880 1 $6700-05/$1$a陈骥.
880 1 $6700-06/$1$a陈浩军.
994 $aZ0$bIME
948 $hNO HOLDINGS IN IME - 2 OTHER HOLDINGS