การออกแบบเสาคอนกรีตเสริมเหล็กหน้าตัดสี่เหลี่ยมผืนผ้าอย่างเหมาะสมด้วยฮิลไคลมิงอัลกอริทึม

Abstract

Abstract

This research presents a hill climbing algorithm to optimal design of reinforced concrete rectangular column under uniaxial and biaxial loads. This algorithm is an iterate simulate from the process of the mountaineer to find a short way to the top mountain. Microsoft visual basic 6 is used to develop and design the reinforced concrete columns according to the strength design method of E.I.T. (E.I.T.1008-38), while the hill climbing algorithm is used to determine the optimum section of column. The result showed that the hill climbing algorithm can be applied to design the reinforced concrete uniaxial and biaxial column for the optimum solution including strength of concrete and steel, column section, bars size, amount of bar, and the lowest cost.