| 000 | nam k | |
| 001 | 2210080037325 | |
| 005 | 20140627120753 | |
| 007 | ta | |
| 008 | 880225s1979 bnka m FB 000a kor | |
| 040 | ▼a221008 | |
| 041 | ▼akor▼beng | |
| 056 | ▼a531.45▼24 | |
| 100 | ▼a유홍열 | |
| 245 | 00 | ▼a1방향슬래브와 2방향 슬래브의 最適設計에 관한 硏究 /▼d柳泓烈 著 |
| 260 | ▼a부산:▼b東亞大學交 大學院,▼c1979 | |
| 300 | ▼a54 p.:▼b삽도;▼c26 cm. | |
| 502 | ▼a학위논문(석사)--▼b동아대학교 대학원:▼c토목공학전공,▼d1980년 1월 | |
| 520 | ▼b영문초록 : The Study is to carry out proporting of singly reinforced concrete slabs of one way slabs and two way slabs basedon both working stressed design theory and theory of Ultimate stressed design for the minimum cost design. Cost objective fuction for minimizing the construction cost is obtained by considering the cost of steel, concrete and forming. And the design constraints used are the flexural moment, the underreinforced steel ratio, minimum depth, minimum stoel deflection, and two way slabs used are sort span direction and long span direction, respectively Since some of design constraints are constituted non-linear programming problems. they are transformed into the set of successive linear programming problems using the Taylor series expansion and solved by using computer. By the numerical example, the optimum proprtioning of reinforced concrete slabs, economics beteween WSD and USD, conventional design and optimum design is studied. | |
| 650 | ▼a토목공학 | |
| 856 | ▼adonga.dcollection.net▼uhttp://donga.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002141602 | |
| 950 | ▼aFB | |
| 950 | ▼a비매품▼b￦3000▼c(추정가) |
1방향슬래브와 2방향 슬래브의 最適設計에 관한 硏究
종류
학위논문 동서
서명
1방향슬래브와 2방향 슬래브의 最適設計에 관한 硏究
저자명
발행사항
부산: 東亞大學交 大學院 1979
형태사항
54 p: 삽도; 26 cm.
학위논문주기
학위논문(석사)-- 동아대학교 대학원: 토목공학전공, 1980년 1월
주기사항
영문초록 : The Study is to carry out proporting of singly reinforced concrete slabs of one way slabs and two way slabs basedon both working stressed design theory and theory of Ultimate stressed design for the minimum cost design. Cost objective fuction for minimizing the construction cost is obtained by considering the cost of steel, concrete and forming. And the design constraints used are the flexural moment, the underreinforced steel ratio, minimum depth, minimum stoel deflection, and two way slabs used are sort span direction and long span direction, respectively Since some of design constraints are constituted non-linear programming problems. they are transformed into the set of successive linear programming problems using the Taylor series expansion and solved by using computer. By the numerical example, the optimum proprtioning of reinforced concrete slabs, economics beteween WSD and USD, conventional design and optimum design is studied.
관련 URL