CAJ | 학술논문

为了研究公路的交通振动对彩塑损伤状况,对山西省晋祠圣母殿内彩塑进行了脉动和汽车振动测试。脉动测试与分析得到了彩塑基频自振周期、阻尼比及传递函数;单车公路汽车振动测试及利用传递函数进行的多车振动数值计算分析,得到了彩塑在单车行走下的最大位移为3.40×10-2μm,五车纵列行走振动最大位移为1.32×10-1μm,及在不同汽车流下的振动位移。根据彩塑残损情况和振动最大位移角2.24×10-7rad,提出了瞬时振动对晋祠泥质彩塑影响的判定等级和准则;根据疲劳损伤理论和振动测试结果,提出了持久振动对晋祠泥质彩塑损伤的判定准则;根据晋祠泥质彩塑的现状损伤和其在振动时的瞬时位移极限角,提出了不同等级公路应有的避让距离分别为3200m、2400m、1800m、1200m、800m,并对晋祠周围的公路状况进行了判定。
위료연구공로적교통진동대채소손상상황,대산서성진사골모전내채소진행료맥동화기차진동측시。맥동측시여분석득도료채소기빈자진주기、조니비급전체함수;단차공로기차진동측시급이용전체함수진행적다차진동수치계산분석,득도료채소재단차행주하적최대위이위3.40×10-2μm,오차종렬행주진동최대위이위1.32×10-1μm,급재불동기차류하적진동위이。근거채소잔손정황화진동최대위이각2.24×10-7rad,제출료순시진동대진사니질채소영향적판정등급화준칙;근거피로손상이론화진동측시결과,제출료지구진동대진사니질채소손상적판정준칙;근거진사니질채소적현상손상화기재진동시적순시위이겁한각,제출료불동등급공로응유적피양거리분별위3200m、2400m、1800m、1200m、800m,병대진사주위적공로상황진행료판정。
Pulsation and vibration tests were carried out to assess the damage caused by automobile-induced vibrations on the colored clay statues in the Sacred Lady Hall in Shanxi province.Pulsation tests were used to obtain the fundamental frequency of vibration period,the damping ratio and the transfer function of the colored statues;single and multi automobile induced vibration tests were used to calculate the displacement of the statues under varying traffic volume.Based on the condition of the statues and their maximal displacement angles,preliminary rating scales and regulations of instant vibration＇s effect on the colored clay statues in the Sacred Lady Hall is proposed.Based on theory of fatigue damage and vibration test results,criteria for vealuation of effects of constant vibration on the colored clay statues are also proposed.Based on current state of damage to the statues and their maximal displacement angle under vibration,a minimum safe distance from the road is suggested.In addition,the road conditions around the Sacred Lady Hall have been surveyed.