modify reference and agents.md
This commit is contained in:
KOKO\Mimi
@@ -57,6 +57,8 @@
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- 커밋 메시지는 conventional commits 형식을 따른다: `feat:`, `fix:`, `docs:`, `refactor:`, `test:`, `chore:`.
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- 커밋 메시지는 conventional commits 형식을 따른다: `feat:`, `fix:`, `docs:`, `refactor:`, `test:`, `chore:`.
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## Agent/Skill Workflow
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## Agent/Skill Workflow
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AI 에이전트는 유한요소 구조해석 지식이 필요할 때 FEM wiki를 참조하기 위해 `.codex/skills/fem-theory-query` 스킬을 사용할 수 있다.
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| 개발 과정 | Agent | Skill | 산출물 |
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| 개발 과정 | Agent | Skill | 산출물 |
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| --- | --- | --- | --- |
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| --- | --- | --- | --- |
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| 요구조건 분석 | `requirement-agent` | `fesa-requirements-baseline` | `docs/requirements/<feature-id>.md` |
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| 요구조건 분석 | `requirement-agent` | `fesa-requirements-baseline` | `docs/requirements/<feature-id>.md` |
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@@ -1,12 +1,12 @@
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Part Instance Name, Node Label, U-U1, U-U2, U-U3, UR-UR1, UR-UR2, UR-UR3
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Frame,Part Instance Name, Node Label, U-U1, U-U2, U-U3, UR-UR1, UR-UR2, UR-UR3
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PART-1_1-1,1,0.000000E+00,0.000000E+00,-1.000000E-30,0.000000E+00,1.000000E-29,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,1,0.000000000E+00,0.000000000E+00,-1.000000000E-30,0.000000000E+00,1.000000000E-29,0.000000000E+00
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PART-1_1-1,2,0.000000E+00,0.000000E+00,-2.900000E-04,0.000000E+00,5.428570E-04,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,2,0.000000000E+00,0.000000000E+00,-2.761905780E-04,0.000000000E+00,5.428573350E-04,0.000000000E+00
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PART-1_1-1,3,0.000000E+00,0.000000E+00,-1.094290E-03,0.000000E+00,1.028570E-03,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,3,0.000000000E+00,0.000000000E+00,-1.066667140E-03,0.000000000E+00,1.028571860E-03,0.000000000E+00
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PART-1_1-1,4,0.000000E+00,0.000000E+00,-2.355720E-03,0.000000E+00,1.457140E-03,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,4,0.000000000E+00,0.000000000E+00,-2.314286540E-03,0.000000000E+00,1.457143460E-03,0.000000000E+00
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PART-1_1-1,5,0.000000E+00,0.000000E+00,-4.017140E-03,0.000000E+00,1.828570E-03,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,5,0.000000000E+00,0.000000000E+00,-3.961906300E-03,0.000000000E+00,1.828572130E-03,0.000000000E+00
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PART-1_1-1,6,0.000000E+00,0.000000E+00,-6.021430E-03,0.000000E+00,2.142860E-03,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,6,0.000000000E+00,0.000000000E+00,-5.952383390E-03,0.000000000E+00,2.142857990E-03,0.000000000E+00
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PART-1_1-1,7,0.000000E+00,0.000000E+00,-8.311430E-03,0.000000E+00,2.400000E-03,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,7,0.000000000E+00,0.000000000E+00,-8.228574880E-03,0.000000000E+00,2.400001050E-03,0.000000000E+00
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PART-1_1-1,8,0.000000E+00,0.000000E+00,-1.083000E-02,0.000000E+00,2.600000E-03,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,8,0.000000000E+00,0.000000000E+00,-1.073333810E-02,0.000000000E+00,2.600000940E-03,0.000000000E+00
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PART-1_1-1,9,0.000000E+00,0.000000E+00,-1.352000E-02,0.000000E+00,2.742860E-03,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,9,0.000000000E+00,0.000000000E+00,-1.340952890E-02,0.000000000E+00,2.742858140E-03,0.000000000E+00
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PART-1_1-1,10,0.000000E+00,0.000000E+00,-1.632430E-02,0.000000E+00,2.828570E-03,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,10,0.000000000E+00,0.000000000E+00,-1.620000600E-02,0.000000000E+00,2.828572640E-03,0.000000000E+00
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PART-1_1-1,11,0.000000E+00,0.000000E+00,-1.918570E-02,0.000000E+00,2.857140E-03,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,11,0.000000000E+00,0.000000000E+00,-1.904762720E-02,0.000000000E+00,2.857143990E-03,0.000000000E+00
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@@ -1,21 +1,12 @@
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Part Instance Name, Element Label, Node Label, SF-SF1, SF-SF2, SF-SF3, SM-SM1, SM-SM2, SM-SM3,,,,,
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Frame,Part Instance Name, Node Label, SF-SF1, SM-SM1, SM-SM2, SM-SM3
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PART-1_1-1,1,1,0.000000E+00,-1.000000E+06,0.000000E+00,9.500000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,1,0.000000000E+00,1.000000000E+07,0.000000000E+00,0.000000000E+00
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PART-1_1-1,1,2,0.000000E+00,-1.000000E+06,0.000000E+00,9.000000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,2,0.000000000E+00,9.000000000E+06,0.000000000E+00,0.000000000E+00
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PART-1_1-1,2,2,0.000000E+00,-1.000000E+06,0.000000E+00,9.000000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,3,0.000000000E+00,8.000000000E+06,0.000000000E+00,0.000000000E+00
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PART-1_1-1,2,3,0.000000E+00,-1.000000E+06,0.000000E+00,8.000000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,4,0.000000000E+00,7.000000000E+06,0.000000000E+00,0.000000000E+00
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PART-1_1-1,3,3,0.000000E+00,-1.000000E+06,0.000000E+00,8.000000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,5,0.000000000E+00,6.000000000E+06,0.000000000E+00,0.000000000E+00
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PART-1_1-1,3,4,0.000000E+00,-1.000000E+06,0.000000E+00,7.000000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,6,0.000000000E+00,5.000000000E+06,0.000000000E+00,0.000000000E+00
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PART-1_1-1,4,4,0.000000E+00,-1.000000E+06,0.000000E+00,7.000000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,7,0.000000000E+00,4.000000000E+06,0.000000000E+00,0.000000000E+00
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PART-1_1-1,4,5,0.000000E+00,-1.000000E+06,0.000000E+00,6.000000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,8,0.000000000E+00,3.000000000E+06,0.000000000E+00,0.000000000E+00
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PART-1_1-1,5,5,0.000000E+00,-1.000000E+06,0.000000E+00,6.000000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,9,0.000000000E+00,2.000000000E+06,0.000000000E+00,0.000000000E+00
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PART-1_1-1,5,6,0.000000E+00,-1.000000E+06,0.000000E+00,5.000000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,10,0.000000000E+00,1.000000000E+06,0.000000000E+00,0.000000000E+00
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PART-1_1-1,6,6,0.000000E+00,-1.000000E+06,0.000000E+00,5.000000E+06,0.000000E+00,0.000000E+00,,,,,
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Increment 1: Step Time = 1.000,PART-1_1-1,11,0.000000000E+00,-1.560000000E-02,0.000000000E+00,0.000000000E+00
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PART-1_1-1,6,7,0.000000E+00,-1.000000E+06,0.000000E+00,4.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,7,7,0.000000E+00,-1.000000E+06,0.000000E+00,4.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,7,8,0.000000E+00,-1.000000E+06,0.000000E+00,3.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,8,8,0.000000E+00,-1.000000E+06,0.000000E+00,3.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,8,9,0.000000E+00,-1.000000E+06,0.000000E+00,2.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,9,9,0.000000E+00,-1.000000E+06,0.000000E+00,2.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,9,10,0.000000E+00,-1.000000E+06,0.000000E+00,1.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,10,10,0.000000E+00,-1.000000E+06,0.000000E+00,1.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,10,11,0.000000E+00,-1.000000E+06,0.000000E+00,5.000000E+05,0.000000E+00,0.000000E+00,,,,,
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@@ -1,12 +1,12 @@
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Part Instance Name, Node Label, RF-RF1, RF-RF2, RF-RF3, RM-RM1, RM-RM2, RM-RM3
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Frame,Part Instance Name, Node Label, RF-RF1, RF-RF2, RF-RF3, RM-RM1, RM-RM2, RM-RM3
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PART-1_1-1,1,0.000000E+00,0.000000E+00,1.000000E+06,0.000000E+00,-1.000000E+07,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,1,0.000000000E+00,0.000000000E+00,1.000000000E+06,0.000000000E+00,-1.000000000E+07,0.000000000E+00
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PART-1_1-1,2,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,2,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00
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PART-1_1-1,3,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,3,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00
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PART-1_1-1,4,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,4,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00
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PART-1_1-1,5,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,5,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00
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PART-1_1-1,6,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,6,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00
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PART-1_1-1,7,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,7,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00
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PART-1_1-1,8,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,8,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00
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PART-1_1-1,9,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,9,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00
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PART-1_1-1,10,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,10,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00
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PART-1_1-1,11,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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Increment 1: Step Time = 1.000,PART-1_1-1,11,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00,0.000000000E+00
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@@ -18,7 +18,7 @@
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9, 8., 0., 0.
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9, 8., 0., 0.
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10, 9., 0., 0.
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10, 9., 0., 0.
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11, 10., 0., 0.
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11, 10., 0., 0.
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*Element, type=B31
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*Element, type=B33
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1, 1, 2
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1, 1, 2
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2, 2, 3
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2, 2, 3
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3, 3, 4
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3, 3, 4
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@@ -33,12 +33,14 @@
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1, 10, 1
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1, 10, 1
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*Elset, elset=Set-2, generate
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*Elset, elset=Set-2, generate
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1, 10, 1
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1, 10, 1
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*Elset, elset=Set-3, generate
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1, 10, 1
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*Elset, elset=Set-4, generate
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1, 10, 1
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** Section: Section-1 Profile: Profile-1
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** Section: Section-1 Profile: Profile-1
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*Beam General Section, elset=Set-1, material=Material-1, section=GENERAL
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*Beam General Section, elset=Set-1, material=Material-1, section=GENERAL
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1., 0.0833333, 0., 0.0833333, 0.140833
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1., 0.0833333, 0., 0.0833333, 0.140833
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0.,1.,0.
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0.,1.,0.
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*Transverse Shear Stiffness
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6.73077e+10, 6.73077e+10, 0.25
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*End Part
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*End Part
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**
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**
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**
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**
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Reference in New Issue
Block a user