鋼筋混凝土無側位移細長柱互動設計與分析

Interactive Design and Analysis of Slender Reinforced Concrete Columns without Sidesway

本研究旨在探討互動式鋼筋混凝土無側位移細長柱分析與分析之伺服器網路系統架構。在數位營建之分析及設計中，經常需要透過區域網路（LAN）或資訊網路來分析及設計。網路的核心控制者為伺服器，故伺服器之架設及操控影響網路之運轉及效率至鉅。本文將探討伺服器端（Server-side）及使用者端（Client-side）之架構並將其組合成一互動式之伺服器網路系統。以無側位移細長柱分析為例，測試此互動式系統。系統應用微軟之IIS（Internet Information services），HTML（HyperText Markup Language），內建的script指令，ActiveX元件，Java Script程式等建立所需之Component程式，無側位移細長柱之分析法分別有：近似法、二階分析法及彎矩放大法等。本研究以彎矩放大法為例來建立此互動式網頁。為驗證本系統之正確性，文中以一範例驗證，其結果與參考文獻中例題之結果比較，完全相符。

Interactive web pages for design and analyses of non-sidesway slender reinforced concrete columns were investigated. The object-oriented programming techniques were employed to perform interactive web pages for analysis and design of non-sidesway slender reinforced concrete columns. The major factors for the analysis and design of silender columns are slender ratio, and the column ends conditions. The second order moments (P-△ affects) will be generated according to the large deformations. Several examples will be provided for validation purpose. Excellent agreement has been obtained when comparing the design results with the reference results.