結(jié)構(gòu)力學(xué)矩陣位移法實(shí)踐報(bào)告(編輯修改稿)
2025-06-10 03:33 本頁面
【文章內(nèi)容簡介】 ******************************************************************** ** A Frame with Hinges ** ********************************************************************2E8 14 9 4 11 2 24E4 1E181 3 24E4 1E18 2 3 24E4 1E182 4 24E4 1E183 4 24E4 1E183 5 24E4 1E184 5 24E4 1E185 6 24E4 1E185 7 24E4 1E187 6 24E4 1E186 8 24E4 1E187 8 24E4 1E187 9 24E4 1E189 8 24E4 1E180 00 62 32 64 66 66 38 68 011 012 091 092 052 0 50 04 0 50 05 0 50 06 0 50 08 10 50 00（3） 運(yùn)行PF程序,：Input Data File Name: Output File Name: ******************************************************************* * * * A Frame with Hinges * * * ******************************************************************* The Input Data The General Information E NM NJ NS NLC +08 14 9 4 1 The Information of Members member start end A I 1 1 2 2 1 3 3 2 3 4 2 4 5 3 4 6 3 5 7 4 5 8 5 6 9 5 7 10 7 6 11 6 8 12 7 8 13 7 9 14 9 8 The Joint Coordinates joint X Y 1 .000000 .000000 2 .000000 3 4 5 6 7 8 9 .000000 The Information of Supports IS VS 11 .000000 12 .000000 91 .000000 92 .000000 Loading Case 1 The Loadings at Joints NLJ= 5 joint FX FY FM 2 .000000 .000000 4 .000000 .000000 5 .000000 .000000 6 .000000 .000000 8 .000000 The Loadings at Members NLM= 0 The Results of Calculation The Joint Displacements joint u v rota
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