MARC

 008100915s2005        ulka                    000      kor
■020    ▼a8982254714
■085    ▼a69.02
■090    ▼a69.02▼b김65ㄱ
■1001  ▼a김용희,  이윤영  공저
■24510▼a구조시스템공학▼d김용희,  이윤영  공저
■260    ▼a서울▼b구미서관▼c2005
■300    ▼a662p.▼b삽도▼c27cm
■505    ▼a제1장  CAE의  활용▼a1.1  개요▼c3▼a1.2  CAE▼c4▼a1.3  CAE의  일반적인  절차▼c7▼a1.4  CAD와  연결된  CAE시스템▼c9▼a1.5  유한요소법과  CAE▼c10▼a제2장  AutoCAD▼a2.1  개요▼c25▼a2.2  캐드의  활용▼c26▼a제3장  유한요소법  활용00▼a3.1  유한요소법의  전개▼c10511▼a3.2  요소와  절점,  경계조건  및  좌표계▼c11022▼a3.3  근사해의  수렴을  위한  유한요소의  조건▼c11333▼a3.4  라이브러리  개념▼c11444▼a3.5  유한요소해석의  기본원칙▼c15155▼a3.6  후처리  과정▼c15666▼a3.7  모델링을  위한  체눈  생성법▼c15977▼a제4장  트러스  부재88▼a4.1  개요▼c16799▼a4.2  트러스  요소의  강성행렬▼c16700▼a4.3  요소강성  행렬의  좌표변환▼c17111▼a4.4  상성행렬의  성질▼c17722▼a4.5  강성방정식의  해법▼c18133▼a4.6  프로그램을  이용한  삼각형  트러스  구조물의  해석▼c18444▼a4.7  트러스  구조의  운동학적  안정성▼c21155▼a4.8  트러스  요소의  응력  행렬▼c21666▼a4.9  삼각형  트러스구조물의  응력해석▼c21877▼a4.10  CAE를  이용한  정정구조물의  해석▼c21988▼a4.11  고차의  부정정  트러스▼c23699▼a4.12  CAE를  이용한  고차  부정정  트러스의  해석▼c23800▼a제5장  보  부재11▼a5.1  개요▼c25722▼a5.2  보  요소의  강성행렬▼c25733▼a5.2  보  요소의  강성행렬▼c26044▼a5.3  보  이론에  의한  보  요소의  강성행렬의  유도▼c26455▼a5.4  에너지법에  의한  보  요소의  강성행렬▼c26966▼a5.5  비틀림  하중을  받는  보  요소의  강성행렬▼c27277▼a5.6  보  요소의  강성행렬의  변환▼c27388▼a5.7  보  보  요소의  응력행렬▼c27699▼a5.8  보  부재의  분포하중▼c27900▼a5.9  CAE를  이용한  보  부재의  해석▼c28111▼a5.10  CAE를  이용한  일단고정인  보의  해석▼c29322▼a5.11  CAE를  이용한  변단면  양단고정인  보의  해석▼c31833▼a5.12  CAE를  계단프레임의  해석▼c33744▼a5.13  CAE를  이용한  2층프레임의  해석▼c35455▼a5.14  CAE를  이용한  입체프레임의  해석▼c36466▼a제6장  설계방법  및  설계규정77▼a6.1  개요▼c39988▼a6.2  설계방법▼c39999▼a6.3  설계규준  일반▼c41000▼a6.4  도로교  설계기준의  안전  규정▼c41011▼a6.5  하중저항계수설계법▼c42322▼a제7장  라멘교  설계33▼a7.1  설계조건▼c43344▼a7.2  단면가정▼c43655▼a7.3  단면정수의  산정▼c43666▼a7.4  지반반력계수  산정(지진계산시)▼c43777▼a7.5  하중의  계산(평상시)▼c44188▼a7.6  구조해석결과  (평상시)▼c44999▼a7.7  하중의  계산(지진시)▼c46500▼a7.8  해설결과(지진시)▼c48111▼a7.9  적용  부재력  집계▼c48222▼a7.10  배력철근의  산정▼c49233▼a7.11  우각부  검토▼c49344▼a7.12  사용성  설계▼c49455▼a7.13  기초의  안정  검토▼c50366▼a7.14  기초의  단면설계▼c50877▼a제8장  교량  안전진단88▼a8.1  개요▼c52799▼a8.2  외관조사▼c52700▼a8.3  비파괴  및  강도시험▼c54611▼a8.4  교량  안전진단  사례▼c55922▼a8.5  구조해석  및  내하력  평가▼c58233▼a8.6  외관조사  결과  및  시험분석▼c61844▼a8.7  종합결론  및  대책건의▼c62155
■9500  ▼c25,000

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