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양단고정(兩端固定) 변단면(變斷面) 원호(圓弧)아-치의 수치해석(數値解析)에 관(關)한 연구(硏究)
박문호 ( Moon Ho Park ),이병구 ( Byoung Koolee ) 한국농공학회 1977 韓國農工學會誌 : 전원과 자원 Vol.19 No.3
The governing differential equations for the tapered circular arch with fixed ends have been derived, and a numerical procedure for the solution of these equations have been developed. The governing differential equations were solved numerically by an initial value integration procedure and Shooting Methods for boundary value problems. The Rungekutta fourth order integration technique was used. The methods was programmed for a Cyber 73-18 computer System, and all esults were obtained on this computer. A detailed study has been made for a fixed arch with an angle of opening equal to 0.7 radian, and the results are presented in detail in tables and curves. It is hoped that the results presented herein is applied to the deformations of gives point from the tri-axial direction of tapered circular arch with fixed ends, bending moment, and torsional moment, and that at the same time results to be used for archwise structures in steel structure.