MARC

 008100510s2009        ulka                    000      kor
■020    ▼a9788962251425
■0801  ▼a69.02
■082    ▼a624.171▼b김52ㄱ▼223
■090    ▼a624.171▼b김52ㄱ
■1001  ▼a김상식  저
■24510▼a구조  역학▼d김상식  저
■260    ▼a서울▼b기문당▼c2009
■300    ▼a547p.▼b삽도▼c26cm
■505    ▼a제1장  구조역학의  일반사항▼c11▼a1.1  개요▼c11▼a1.2  구조역학의  역사적  배경▼c12▼a1.3  설계하중▼c14▼a1.4  힘과  변형▼c17▼a1.5  구조  부재와  골조▼c19▼a제2장  힘▼c21▼a2.1  개요▼c21▼a2.2  힘▼c21▼a2.3  모멘트와  우력▼c2300▼a2.4  힘의  합성과  분해▼c2411▼a2.5  힘의  평형▼c3222▼a연습문제▼c3433▼a제3장  정정  구조물의  판별  및  반력▼c3744▼a3.1  개요▼c3755▼a3.2  자유  물체도와  힘의  부호▼c3866▼a3.3  지점과  절점▼c3977▼a3.4  구조물의  안정과  정정▼c4188▼a3.5  정정  구조물의  반력▼c4699▼a연습문제▼c5500▼a제4장  정정  보와  골조▼c5911▼a4.1  개요▼c5922▼a4.2  축방향력,  전단력  및  휨모멘트▼c6033▼a4.3  하중과  전단력  및  모멘트의  관계▼c6444▼a4.4  보의  내력▼c6655▼a4.5  이동하중에  의한  보의  내력▼c9466▼a4.6  정정  골조▼c10577▼a연습문제▼c12788▼a제5장  정정  트러스▼c13399▼a5.1  개요▼c13300▼a5.2  트러스의  형태▼c13411▼a5.3  트러스의  해석  방법▼c13522▼a5.4  절점법▼c13633▼a5.5  절단법▼c14844▼a5.6  합성  트러스▼c15455▼a연습문제▼c15866▼a제6장  케이블  구조와  아치  구조▼c16177▼a6.1  개요▼c16188▼a6.2  케이블의  처짐  방정식▼c16299▼a6.3  등분포  하중을  받는  케이블▼c16300▼a6.4  집중하중을  받는  케이블▼c16911▼a6.5  단순보  및  캔틸레버  형태의  아치▼c17522▼a6.6  3활절  아치▼c17833▼a연습문제▼c18444▼a제7장  응력과  변형률▼c18755▼a7.1  개요▼c18766▼a7.2  응력▼c18777▼a7.3  전단응력의  상보성(相補性)▼c19188▼a7.4  평면응력▼c19299▼a7.5  변형과  변형률▼c19900▼a7.6  전단변형률과  체적변형률▼c20111▼a연습문제▼c20222▼a제8장  재료  강도와  탄성방정식▼c20533▼a8.1  개요▼c20544▼a8.2  응력-변형률  곡선▼c20555▼a8.3  탄성방정식▼c20966▼a연습문제▼c21377▼a제9장  단면  성능▼c21588▼a9.1  개요▼c21599▼a9.2  단면1차모멘트와  도심▼c21600▼a9.3  단면2차모멘트와  단면극2차모멘트▼c22111▼a9.4  단면상승모멘트▼c22722▼a9.5  단면계수▼c23033▼a9.6  단면2차반지름▼c23144▼a9.7  단면의  주축과  주단면2차모멘트▼c23255▼a연습문제▼c23766▼a제10장  보의  휨과  전단에  의한  응력▼c24177▼a10.1  개요▼c24188▼a10.2  보의  휨응력▼c24299▼a10.3  보의  전단응력▼c24800▼a10.4  보의  주응력▼c25611▼a10.5  전단중심▼c25922▼a10.6  2방향  휨모멘트에  의한  응력▼c26333▼a10.7  휨모멘트와  축방향력의  조합  응력▼c26744▼a연습문제▼c27355▼a제11장  보의  처짐▼c27566▼a11.1  개요▼c27577▼a11.2  보  처짐의  미분  방정식▼c27688▼a11.3  이중  적분법에  의한  처짐  해석▼c27899▼a11.4  겹침  원리▼c28800▼a11.5  특이  함수에  의한  해석▼c29211▼a11.6  모멘트  면적법▼c29622▼a11.7  공액보  법▼c30533▼a연습문제▼c31044▼a제12장  기둥의  좌굴▼c31355▼a12.1  개요▼c31366▼a12.2  중심  압축력을  받는  기둥의  좌굴▼c31477▼a12.3  유효길이계수와  좌굴응력▼c32488▼a12.4  불완전한  기둥의  좌굴▼c32599▼a12.5  편심을  받는  기둥의  최대  응력▼c33000▼a12.6  기둥의  설계  강도▼c33211▼a연습문제▼c33522▼a제13장  에너지  이론과  가상일법▼c33733▼a13.1  개요▼c33744▼a13.2  일과  에너지▼c33855▼a13.3  가상  일의  원리▼c34266▼a13.4  가상일  법에  의한  트러스  변형  해석▼c34577▼a13.5  가상일  법에  의한  보와  골조의  변형  해석▼c34988▼a13.6  카스틸리아노의  정리▼c35799▼a13.7  카스틸리아노의  정리에  의한  트러스  변형  해석▼c3610000▼a13.8  카스틸리아노의  정리에  의한  보와  골조의  변형  해석▼c3630101▼a13.9  상반  정리▼c3660202▼a연습문제▼c3710303▼a제14장  응력법에  의한  부정정  구조  해석▼c3750404▼a14.1  개요▼c3750505▼a14.2  변형  일치법▼c3760606▼a14.3  변형  일치법에  의한  보의  해석▼c3790707▼a14.4  변형  일치법에  의한  골조  해석▼c3850808▼a14.5  변형  일치법에  의한  트러스  해석▼c3920909▼a14.6  최소일법▼c3961010▼a14.7  최소일법에  의한  보와  골조  해석▼c3971111▼a14.8  최소일법에  의한  트러스  해석▼c4031212▼a연습문제▼c4061313▼a제15장  처짐각법▼c4091414▼a15.1  개요▼c4091515▼a15.2  처김각  방정식▼c4101616▼a15.3  연속보의  해석▼c4141717▼a15.4  절점이  이동하지  않는  골조  해석▼c4191818▼a15.5  절점이  이동하는  골조  해석▼c4281919▼a연습문제▼c4422020▼a제16장  모멘트  분배법▼c4452121▼a16.1  개요▼c4452222▼a16.2  모멘트  분배와  전달▼c4462323▼a16.3  휨  강성과  유효  강성계수▼c4482424▼a16.4  해석  방법▼c4502525▼a16.5  연속보  해석▼c4542626▼a16.6  절점이  이동하지  않는  골조  해석▼c4582727▼a16.7  절점이  이동하는  골조  해석▼c4632828▼a연습문제▼c4752929▼a제17장  강성법에  의한  구조  해석▼c4793030▼a17.1  개요▼c4793131▼a17.2  연성  행렬과  강성  행렬▼c4803232▼a17.3  강성  행렬의  작성▼c4853333▼a17.4  변위,  반력  및  부재력  계산▼c4943434▼a17.5  트러스  해석▼c4973535▼a17.6  보  해석▼c5083636▼a17.7  골조  해석▼c5263737▼a연습문제▼c5373838
■9500  ▼c25,000

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