山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
17期
222-224
,共3页
公路桥梁%承载力评定%静载试验
公路橋樑%承載力評定%靜載試驗
공로교량%승재력평정%정재시험
highway bridge%bearing evaluation%static loading test
应用新近发布的JTG／TJ21-2011公路桥梁承载能力检测评定规程中荷载试验评定方法评估某公路桥梁承载能力，通过动载试验获得桥梁固有频率，修正有限元模型，然后将静载试验实测挠度、应变与理论计算值对比得出校验系数，最终评定桥梁承载力，为桥梁检测提供了理论依据。
應用新近髮佈的JTG／TJ21-2011公路橋樑承載能力檢測評定規程中荷載試驗評定方法評估某公路橋樑承載能力，通過動載試驗穫得橋樑固有頻率，脩正有限元模型，然後將靜載試驗實測撓度、應變與理論計算值對比得齣校驗繫數，最終評定橋樑承載力，為橋樑檢測提供瞭理論依據。
응용신근발포적JTG／TJ21-2011공로교량승재능력검측평정규정중하재시험평정방법평고모공로교량승재능력，통과동재시험획득교량고유빈솔，수정유한원모형，연후장정재시험실측뇨도、응변여이론계산치대비득출교험계수，최종평정교량승재력，위교량검측제공료이론의거。
The paper evaluates the highway bridge bearing capacity according to the loading test evaluation methods recently issued in JTG/T J21-2011 Highway Bridge Bearing Detection and Evaluation Regulations. It obtains natural bridge frequency with dynamic loading test, modifies the finite element model, and then obtains the verification coefficient of actual detecting reflection, strain and theoretical calculation value of stat- ic loading test, and finally assesses the bridge bearing capacity, which has provided theoretical basis for bridge detection.
