排序方式: 共有83条查询结果,搜索用时 15 毫秒
11.
12.
介绍速度调制分子离子光谱实验中光谱线强度对放电电流和混合气体各分量气压等实验参量的依赖关系,并测量得该光谱仪的测量极限为1.56×10-6 . 相似文献
13.
14.
15.
着重研究场强法理论下疲劳缺口系数Kf的计算.结果表明应力场强法理论下的疲劳缺口系数Kf与试验结果符合得较好,用应力场强法理论计算得到的等幅和变辐载荷的寿命与试验寿命也符合得较好. 相似文献
16.
CO+分子离子彗尾带系在近红外区域的光谱研究 总被引:1,自引:0,他引:1
CO 分子离子是一种重要的瞬态自由基分子,许多研究者对该带系进行了大量的研究。文章采用光外差-磁旋转-速度调制光谱技术测量了12C16O 分子离子彗尾带系(A2Πi-X2Σ )在近红外区域的3个支带(0,3),(1,4)和(3,6)的振转吸收光谱。利用最小二乘法拟合,得到了上态A2Πi(ν′=0,1,3)的精确的分子常数。进一步验证了光外差-磁旋转-速度调制光谱技术在吸收光谱测量中的优越性。 相似文献
17.
This paper studies the isotopic effect of Cl2+ rovibronic spectra in the A2Πu(Ω=1/2) X 2Πg(Ω= 1/2) system.Based on the experimental results of the molecular constants of 35 Cl2+,it calculates the vibrational isotope shifts of the(2,7) and(3,7) band between the isotopic species 35 Cl+2,35 Cl 37 Cl+and 37 Cl2+,and estimates the rotational constants of both A 2 Π u and X 2 Π g states for the minor isotopic species 35 Cl 37 Cl+and 37 Cl2+.The experimental results of the spectrum of 35 Cl 37 Cl+(3,7) band proves the above mentioned theoretical calculation.The molecular constants and thus resultant rovibronic spectrum for 37 Cl2+ were predicted,which will be helpful for further experimental investigation. 相似文献
18.
The predissociation of the v=9 level in the b3Πg state by the c3∑g+ state of helium eximer(He2) was studied based on the newly observed (9, 3) band in the b3Πg-a3∑u+ system inthe region of 12065~12445 cm-1 employing optical heterodyne-concentration modulationabsorption spectroscopy. With the help of the previous potential energy curves and molecular constants of He2, the corresponding predissociation mechanism for the b3Πg (v=9) state was analyzed. An RKR potential energy curve of b3Πg and an ab initio potential curve of c3∑g+ were used to calculate the predissociation linewidths that show basic agreement withobservations, which can quantitatively explain the experiments. 相似文献
19.
某黄土公路隧道在通车运营几年后出现了衬砌开裂及隧道沉降病害。通过对该黄土公路隧道病害的监测及其发展过程的分析,得出黄土工程特性、地表水及黄土隧道埋深是造成隧道病害的主要影响因素。针对上述隧道病害,本文提出用有限元计算分析方法对4种不同工况下的加固方案进行分析,结果表明对结构的局部补强和对地表水的处理,结构与土体之间应力的传递和消散作用使得应力逐步得到调整与改善,最后对拱脚的加固使得隧道结构的整体性进一步加强,应力分布更加合理,承受荷载的能力进一步提高。故而本文提出,该隧道衬砌裂缝应进行修补加固,同时对拱脚地基采用树根桩和夯扩桩加固的方法可以提高隧道安全通行能力。 相似文献
20.