山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2015年
1期
176-177
,共2页
钢管混凝土简支系杆拱桥%比较%冲击力%持久状况计算
鋼管混凝土簡支繫桿拱橋%比較%遲擊力%持久狀況計算
강관혼응토간지계간공교%비교%충격력%지구상황계산
a bowstring arch bridge of concrete-filled steel tube%comparison%impact force%calculation in persistent situation
结合钢管混凝土简支系杆拱桥的设计实例，比较了2013版《钢管混凝土拱桥技术规范》与部分地方标准和行业标准在材料强度选取、极限承载力和稳定承载力计算、挠度和应力验算以及构造要求等方面的异同点，总结了新规范的特点。
結閤鋼管混凝土簡支繫桿拱橋的設計實例，比較瞭2013版《鋼管混凝土拱橋技術規範》與部分地方標準和行業標準在材料彊度選取、極限承載力和穩定承載力計算、撓度和應力驗算以及構造要求等方麵的異同點，總結瞭新規範的特點。
결합강관혼응토간지계간공교적설계실례，비교료2013판《강관혼응토공교기술규범》여부분지방표준화행업표준재재료강도선취、겁한승재력화은정승재력계산、뇨도화응력험산이급구조요구등방면적이동점，총결료신규범적특점。
With a design example of a bowstring arch bridge of concrete-filled steel tube,they are compared that the differences between Techni-cal Code for Concrete-Filled Tube Arch Bridges,2013 and several standards or specifications in the selection of materials strength,the caculation of ultimate strength and stability bearing capacity,the checking of deflection and stress,detailing requirements,etc. . The features of the new code are also concluded.
