【正文】 16:58:25ELEMENT SOLUTIONELEMENT SOLUTION ELEMENT SOLUTIONSTEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =27063SMX =158996STEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =27063SMX =158996STEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =27063SMX =158996 圖 71 主塔各橫桿的最大應(yīng)力云圖（單位： kPa） 杭新景高速公路千島湖支線千島湖 1 號(hào)橋纜索吊裝系統(tǒng)計(jì)算復(fù)核咨詢(xún)報(bào)告 第 21 頁(yè) 共 33 頁(yè) 浙江大學(xué) 土木工程測(cè)試中心 1MNMX2MNMX3MNMXXYZXYZ XYZ 709174748024043228314626869704931411165781400157091747480240432283146268697049314111657814001570917474802404322831462686970493141116578140015MAR 13 202016:58:54MAR 13 202016:58:54MAR 13 202016:58:54ELEMENT SOLUTIONELEMENT SOLUTION ELEMENT SOLUTIONSTEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =70917SMX =140015STEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =70917SMX =140015STEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =70917SMX =140015 圖 72 主塔各橫桿的最小應(yīng)力云圖（單位： kPa） 1MNMX2MNMX3MNMXXYZXYZ XYZ 583294473231135175383940965723254368515044864045583294473231135175383940965723254368515044864045583294473231135175383940965723254368515044864045MAR 13 202017:10:08MAR 13 202017:10:08MAR 13 202017:10:08ELEMENT SOLUTIONELEMENT SOLUTION ELEMENT SOLUTIONSTEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =58329SMX =64045STEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =58329SMX =64045STEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =58329SMX =64045 圖 81 主塔各 正 立面斜桿的最大應(yīng)力云圖（單位： kPa） 杭新景高速公路千島湖支線千島湖 1 號(hào)橋纜索吊裝系統(tǒng)計(jì)算復(fù)核咨詢(xún)報(bào)告 第 22 頁(yè) 共 33 頁(yè) 浙江大學(xué) 土木工程測(cè)試中心 1MNMX2MNMX3MNMXXYZXYZ XYZ 969938053364073476123115214692176918229346895115096993805336407347612311521469217691822934689511509699380533640734761231152146921769182293468951150MAR 13 202017:25:50MAR 13 202017:25:50MAR 13 202017:25:50ELEMENT SOLUTIONELEMENT SOLUTION ELEMENT SOLUTIONSTEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =96993SMX =51150STEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =96993SMX =51150STEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =96993SMX =51150 圖 82 主塔各 正 立面斜桿的最小應(yīng)力云圖（單位： kPa） 1MNMX2MNMX3MNMXXYZXYZ XYZ 603836081325522901325484219451840614877113380780603836081325522901325484219451840614877113380780603836081325522901325484219451840614877113380780MAR 13 202017:08:26MAR 13 202017:08:26MAR 13 202017:08:26ELEMENT SOLUTIONELEMENT SOLUTION ELEMENT SOLUTIONSTEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =6038SMX =80780STEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =6038SMX =80780STEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =6038SMX =80780 圖 91 主塔各平面斜桿的最大應(yīng)力云圖（單位： kPa） 杭新景高速公路千島湖支線千島湖 1 號(hào)橋纜索吊裝系統(tǒng)計(jì)算復(fù)核咨詢(xún)報(bào)告 第 23 頁(yè) 共 33 頁(yè) 浙江大學(xué) 土木工程測(cè)試中心 1MNMX2MNMX3MNMXXYZXYZ XYZ 176101305685033950515797111426418817233711761013056850339505157971114264188172337117610130568503395051579711142641881723371MAR 13 202017:09:00MAR 13 202017:09:00MAR 13 202017:09:00ELEMENT SOLUTIONELEMENT SOLUTION ELEMENT SOLUTIONSTEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =17610SMX =23371STEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =17610SMX =23371STEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =17610SMX =23371 圖 92 主塔各平面斜桿的最小應(yīng)力云圖（單位： kPa） 1MNMX2MNMX3MNMXXYZXYZ XYZ 603836081325522901325484219451840614877113380780603836081325522901325484219451840614877113380780603836081325522901325484219451840614877113380780MAR 13 202017:02:36MAR 13 202017:02:36MAR 13 202017:02:36ELEMENT SOLUTIONELEMENT SOLUTION ELEMENT SOLUTIONSTEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =6038SMX =80780STEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =6038SMX =80780STEP=1SUB =1TIME=1NMIS1 (NOAVG)DMX =.147969SMN =6038SMX =80780 圖 101 主塔各 側(cè)立面 斜桿的最 大 應(yīng)力云圖（單位： kPa） 杭新景高速公路千島湖支線千島湖 1 號(hào)橋纜索吊裝系統(tǒng)計(jì)算復(fù)核咨詢(xún)報(bào)告 第 24 頁(yè) 共 33 頁(yè) 浙江大學(xué) 土木工程測(cè)試中心 1MNMX2MNMX3MNMXXYZXYZ XYZ 362643203527806235771934915120108916662243417953626432035278062357719349151201089166622434179536264320352780623577193491512010891666224341795MAR 13 202017:03:26MAR 13 202017:03:26MAR 13 202017:03:26ELEMENT SOLUTIONELEMENT SOLUTION ELEMENT SOLUTIONSTEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =36264SMX =1795STEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969SMN =36264SMX =1795STEP=1SUB =1TIME=1NMIS2 (NOAVG)DMX =.147969S