• 作者： 楊欽耀
• 作者服務機構： 交通部高速公路工程局
• 中文摘要： 本文利用現有之電子計算機“STRESS"程式，以完全連續剛架及部份連續剛架為對象，分別計算其在各種荷重情形下之應力，詳細比較探明部份連續剛架橋之優劣點，從而了解其實用程度。 又搜集國外有關此型橋樑設計及施工上之各種資料並加整理，尤對中間鉸節（CEN-TER HINGE）處連結後由潛變發生之剪力作詳細之分析，供作今後設計者之參考。
• 英文摘要： To explore the advantage or disadvantage of partly continuous rigidframe and to understand the degree of applicable, this paper uses the av-ailable computer program "STRESS" to calculate the stresses of fully continuous rigid frame and partly continuous rigid frame under. various loadingconditions and then compares the results of calculation of these structures.It also collects foreign information concering bridge design and constructionof this type of structure. A detailed analysis of shearing stress due tocreep at the center hinge after connection was made. It provides thedesigner a reference afterward
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