MARC

 008021018s1999        ulka                    000a    kor
■020    ▼a89-8417-059-3
■0801  ▼a621.01
■082    ▼a620.112▼b김18ㅈ▼223
■090    ▼a620.112▼b김18ㅈ
■1000  ▼a김정기,  김경모,  윤재영,  민규식
■24510▼a재료역학▼d김정기,  김경모,  윤재영,  민규식  공저.
■260    ▼a서울▼b원창출판사▼c1999
■300    ▼a332p.▼b삽도▼c27cm
■505    ▼a제1장  서        론▼a1.1  재료역학(strength  of  materials)▼c1▼a1.2  하중과  그  종류▼c2▼a1.3  탄성과  소성▼c3▼a제2장  응력과  변형률▼a2.1  응력(stress)▼c5▼a2.2  변형률(strain)▼c9▼a2.3  후크의  법칙과  탄성계수▼d13▼a2.4  프아송비(poisson's  ratio)▼c18▼a2.5  탄성계수  사이의  관계▼c2100▼a2.6  응력-변형률  선도▼c2411▼a2.7  허용응력과  안전율▼c2722▼a2,8  응력집중(stress  concentration)▼c3133▼a연습문제▼c3544▼a제3장  인장ㆍ압축ㆍ전단55▼a3.1  자중에  의한  봉의  인장과  압축▼c3966▼a3.2  인장  및  압축의  부정정  문제▼c4477▼a3.3  열응력▼c4888▼a3.4  얇은  벽의  압력용기▼c5099▼a3.5  탄성변형에너지▼c5500▼a3.6  충격하중에  의한  응력과  변형▼c5911▼a연습문제▼c6322▼a제4장  조합응력33▼a4.1  경사면에  발생하는  응력▼c6544▼a4.2  조합응력과  주응력▼c6955▼a4.3  모어원(Mohr's  circle)▼c7966▼a연습문제▼c8877▼a제5장  평면도형의  성질88▼a5.1  단면1차  모멘트▼c9199▼a5.2  단면2차  모멘트▼c9300▼a5.3  평행축  정리▼c9611▼a5.4  극관성  모멘트▼c9822▼a5.5  관성상승모멘트와  주축▼c10133▼a주축의  결정▼c10344▼a연습문제▼c10755▼a제6장  비틀림66▼a6.1  원형축의  비틀림▼c11377▼a6.2  동력  출▼c11888▼a6.3  비틀림  탄성  변형에너지▼c12299▼a6.4  코일  스프링(coil  spring)▼c12400▼a연습문제▼c12811▼a제7장  보의  전단과  굽힘22▼a7.1  지점,  하중  및  보의  종류▼c13333▼a7.2  보의  전단력과  굽힘  모멘트▼c13644▼a7.3  하중과  전단력,  굽힘  모멘트  사이의  관계▼c13855▼a7.4  전단력  선도와  굽힙  모멘트  선도▼c14166▼a연습문제▼c17377▼a제8장  보  속의  응력88▼a8.1  보  속의  굽힙응력▼c17799▼a8.2  보의  설계▼c18300▼a8.3  보  속의  전단응력▼c18711▼a8.4  보  속의  주응력▼c19322▼a8.5  비틀림과  굽힘을  동시에  받는  축▼c19533▼a제9장  보의  굽힘에  의한  변형44▼a9.1  탄성곡선의  미분방정식에의한  처짐  계산▼c20255▼a9.2  면적  모멘트버버에  으한  처짐  계산▼c21766▼a9.3  공액보에  의한  처짐  계산▼c22677▼a9.4  중첩법▼c23488▼a9.5  굽힘에  의한  탄성변형에너지▼c23799▼a9.6  전단력에  의한  처짐▼c24000▼a연습문제▼c24211▼a제10장  부정정보22▼a10.1  양단고정보▼c24633▼a10.2  일단고정  타단지지보▼c25544▼a10.3  삼점지지보▼c26255▼a10.4  연속보▼c26466▼a10.5  카스틸리아노의  정리▼c26777▼a연습문제▼c27088▼a제11장  균일강도의  보99▼a11.1  집중하중을  받는  균일강도의  외팔보▼c27600▼a11.2  등분포하중을  받는  균일강도의  외팔보▼c27911▼a11.3  집중하중을  받는  균일강도의  단순보▼c28222▼a11.4  등분포  하중을  받는  균일강도의  단순보▼c28333▼a연습문제▼c28644▼a제12장  기둥55▼a12.1  편심하중을  받는  단주▼c28966▼a12.2  장주의  좌굴  -  오일러  공식(Euler's  formula)▼c29277▼a12.3  오일러  공식의  적용  범위▼c29888▼a12.4  장주에  대한  기타  공식▼c30199▼a연습문제▼c30600▼a부록▼c30911
■950    ▼b￦14000

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