퍼스널 컴퓨터를 利用한 鐵筋콘크리트 構造設計의 電算化에 關한 硏究

Abstract

本 論文은 準備計算, 構造解析, 部材設計로 이루어지는 鐵筋콘크리트 構造設計 過程을 퍼스널 컴퓨터를 利用하여 電算化하였다.

構造解析 方法은 컴퓨터 容量, 入力資料量等을 爲해 平面骨組에 對한 直剛性度法을 使用하였고 部材設計는 슬라브, 보, 기둥, 獨立基礎를 韓國 鐵筋콘크리트 規準에 맞도록 設計하였다.

主 프로그램과 資料處理 補助프로그램의 活用으로 여러 骨組와 荷重狀態에 對한 代案檢討가 容易하게 되었다.

This paper proposes a personal computer program for the automation of the RC structural design process which consists of the preparatory calculation, the structural analysis and the member design.

The direct stiffness method for plane frame is used for the reason of the computer capacity limit and the efficiency of data handling.

Slabs, girders, columns and isolated spread footings are designed in accordance with the Korean Standard Building Code for RC.

This program, with the aid of the subsidiary program for data handling, facilitates the process of reviewing alternatives and decision making.

This paper proposes a personal computer program for the automation of the RC structural design process which consists of the preparatory calculation, the structural analysis and the member design.

The direct stiffness method for plane frame is used for the reason of the computer capacity limit and the efficiency of data handling.

Slabs, girders, columns and isolated spread footings are designed in accordance with the Korean Standard Building Code for RC.

This program, with the aid of the subsidiary program for data handling, facilitates the process of reviewing alternatives and decision making.