空间结构
空間結構
공간결구
SPATIAL STRUCTURES
2011年
3期
92-96
,共5页
节点刚度%网壳%动力性能
節點剛度%網殼%動力性能
절점강도%망각%동력성능
joint stiffness%reticulated shells%dynamic performance
节点刚度不仅影响网壳的静力性能,对网壳的动力性能也有一定的影响.为认识其对网壳动力性能的影响规律,本文应用ANSYS中的Matrix27单元建立节点刚度单元模型,研究了节点刚度变化时网壳动力性能的相应变化.采用动力时程分析法研究了不同节点刚度对网壳地震响应的影响.计算结果表明,节点的轴向刚度和弯曲刚度对网壳的自振特性和地震响应均有一定的影响,实际工程中考虑节点刚度的影响能更准确地反映结构真实性能.
節點剛度不僅影響網殼的靜力性能,對網殼的動力性能也有一定的影響.為認識其對網殼動力性能的影響規律,本文應用ANSYS中的Matrix27單元建立節點剛度單元模型,研究瞭節點剛度變化時網殼動力性能的相應變化.採用動力時程分析法研究瞭不同節點剛度對網殼地震響應的影響.計算結果錶明,節點的軸嚮剛度和彎麯剛度對網殼的自振特性和地震響應均有一定的影響,實際工程中攷慮節點剛度的影響能更準確地反映結構真實性能.
절점강도불부영향망각적정력성능,대망각적동력성능야유일정적영향.위인식기대망각동력성능적영향규률,본문응용ANSYS중적Matrix27단원건립절점강도단원모형,연구료절점강도변화시망각동력성능적상응변화.채용동력시정분석법연구료불동절점강도대망각지진향응적영향.계산결과표명,절점적축향강도화만곡강도대망각적자진특성화지진향응균유일정적영향,실제공정중고필절점강도적영향능경준학지반영결구진실성능.
The joint stiffness not only affects the static behavior of reticulated shell,but also influences the dynamic performance.To grasp the influencing rule,the finite element model of joint stiffness is realized using the Matrix27 element of ANSYS package,and then vibration characteristic of reticulated shells with different joint stiffness is discussed. By dynamic timehistory analysis, earthquake response of the structure with different joint stiffness is also analyzed.Numerical results indicate that both of the axial stiffness and the bending stiffness of joint affect the vibration characteristic and dynamic response of the reticulated shells.Therefore,in real projects,the influence of joint stiffness should be considered to understand the behavior of the structure accurately.