贡嘎山山地暗针叶林带森林土壤温室气体N2O和CH4排放研究

利用静态箱法对贡嘎山森林生态系统峨眉冷杉原始林、演替林以及峨眉冷杉采伐迹地土壤N2O和CH4排放通量进行了测定. 结果表明: (1) 各观测点土壤向大气释放N2O, 土壤为大气N2O的排放源, 而CH4的排放通量均为负值, 土壤为大气CH4的吸收汇, 各观测点N2O年均排放通量的对比关系为峨眉冷杉(Abies fabri)原始林＞采伐迹地>演替林, CH4年均吸收通量则表现为峨眉冷杉原始林＞演替林＞采伐迹地. (2) 各观测点N2O排放通量具有明显的季节变化, 夏季7～8月以及春季2～3月土壤N2O出现两次排放高峰, 冬季及春季3月中旬至4月N2O排放量较低. 各观测点CH4吸收强度的季节变化波动强烈, 规律不明显. 总的来说, 演替林和采伐迹地CH4吸收通量均以5月中旬至7月下旬为最高, 其余时间较低, 而峨眉冷杉原始林到9月份CH4吸收通量仍保持较高的数值. 与原始林相比, 演替林和采伐迹地的CH4吸收能力要弱些, 且采伐迹地的CH4吸收能力更弱, 森林砍伐降低了土壤对大气CH4的吸收能力. (3) 峨眉冷杉原始林N2O排放通量存在明显日变化规律, 且N2O排放通量与气温(r = 0.95, n = 11, a ＜0.01 和5 cm地温(r = 0.81, n = 11, a ＜0.01 呈显著正相关. CH4日变化规律不明显, 与气温、地温均无明显相关关系.     

带交叉筋十字形短柱抗震性能试验研究

在提出带暗柱异形柱基础上，进一步提出带交叉筋异形柱这一设计方法，通过3根十字形短柱抗震性能的试验研究，分析比较了普通十字形柱，带暗柱十字形柱和带交叉筋十字形柱的性能，试验表明加配交叉钢筋可明显提高十字形短柱的抗震性能。     

底部带暗支撑中高剪力墙抗震性能试验及承载力计算

通过两个中高剪力墙模型的试验研究，比较分析了底部带暗支撑中高剪力墙与普通中高剪力墙的抗震性能。建立了承载力计算模型与方法，计算结果与实测值符合较好。     

贡嘎山山地暗针叶林带森林土壤温室气体N2O和CH4排放研究

利用静态箱法对贡嘎山森林生态系统峨眉冷杉原始林、演替林以及峨眉冷杉采伐迹地土壤N₂O和CH₄排放通量进行了测定. 结果表明: (1) 各观测点土壤向大气释放N₂O, 土壤为大气N₂O的排放源, 而CH₄的排放通量均为负值, 土壤为大气CH₄的吸收汇, 各观测点N₂O年均排放通量的对比关系为峨眉冷杉(Abies fabri)原始林＞采伐迹地>演替林, CH₄年均吸收通量则表现为峨眉冷杉原始林＞演替林＞采伐迹地. (2) 各观测点N₂O排放通量具有明显的季节变化, 夏季7~8月以及春季2~3月土壤N₂O出现两次排放高峰, 冬季及春季3月中旬至4月N₂O排放量较低. 各观测点CH₄吸收强度的季节变化波动强烈, 规律不明显. 总的来说, 演替林和采伐迹地CH₄吸收通量均以5月中旬至7月下旬为最高, 其余时间较低, 而峨眉冷杉原始林到9月份CH₄吸收通量仍保持较高的数值. 与原始林相比, 演替林和采伐迹地的CH₄吸收能力要弱些, 且采伐迹地的CH₄吸收能力更弱, 森林砍伐降低了土壤对大气CH₄的吸收能力. (3) 峨眉冷杉原始林N₂O排放通量存在明显日变化规律, 且N₂O排放通量与气温(r = 0.95, n = 11, α ＜0.01 ) 和5 cm地温(r = 0.81, n = 11, α ＜0.01 ) 呈显著正相关. CH₄日变化规律不明显, 与气温、地温均无明显相关关系.     

A Parametric Survey of the CME Triggering Process by Numerical Simulations

Observations indicate that solar coronal mass ejections (CMEs) are closely associated with reconnection-favored flux emergence, which was explained in the emerging flux trigger mechanism for CMEs by Chen & Shibata based on numerical simulations. We present a parametric survey of the triggering agent: its polarity orientation, position, and the amount of the unsigned flux. The results suggest that whether a CME can be triggered depends on both the amount and location of the emerging flux, in addition to its polarity orientation. A diagram is presented to show the eruption and non-eruption regimes in the parameter space. The work is aimed at providing useful information for the space weather forecast.     

高美古2m级望远镜的多模式终端—YFOSC方案

多模式终端是目前世界上许多大型、先进望远镜配备的终端设备，具有功能多、转换方便、节省经费等优点。丽江高美古的2m级望远镜首先应该配备一架这样的终端－云南天文台暗天体分光仪和照相机（YFOSC）。本文对该仪器的功能、要求和参数提出了设想。     

基于宏观模型的暗支撑短肢剪力墙非线性分析

建立了适合于带暗支撑短肢剪力墙非线性分析的宏观计算模型，分析推导了SAP程序中Link单元的刚度矩阵，明确了Link（单元中各弹簧的物理意义，给出了各单元等效刚度计算方法，选取了合适的单元力一位移关系。用由Link单元建立的宏观模型对3片普通短肢剪力墙和3片带暗支撑短肢剪力墙进行了静力弹塑性分析，试验和计算所得顶点力一位移骨架曲线符合良好，说明所建宏观模型合理，用由Link单元建立的宏观模型能较好的模拟带暗支撑短肢剪力墙的非线性行为。     

较小剪跨比带暗柱L形柱抗震性能试验研究

提出了带暗柱的Ｌ形柱,进行了４根较小剪跨比（λ＝２．３７５）的Ｌ形柱的抗震性能试验,分析了轴压比对承载力、刚度、延性的影响,以及设想柱对提高Ｌ形柱抗震能力的作用。最后进行了理论计算,计算值与实测值符合得较好。     

Determination of 137Cs reference inventories in a large-scale region: A case study in the central-eastern Inner Mongolia Plateau

In isotope 137 Cs tracing studies, it is a premise to determine suitable 137 Cs reference inventory（CRI） plots and the CRI values. Owing to the heterogeneous spatial distribution of 137 Cs deposition in the ground and diverse, or even irregular, operations in sampling and testing procedures, CRI determination is usually faced with many difficulties and uncertainties. In addition, more difficulties occur in an investigation of a large-scale region because of time constraints and measurement cost limitations. In this study, traditional CRI acquiring methods were summarized first, and then a new complex scheme was established, involving seven core steps and coupling the model estimate and sample measurement. The above CRI determination methodology was implemented in the central-eastern Inner Mongolia Plateau. The case study results showed that the CRI in the dark chestnut soil sub-region, located in the east and south of Xing＇an City, exhibited 2447 Bq·m–2; the CRI in the aeolian sandy soil sub-region, positioned in the south central Tongliao City and central Chifeng City, showed 2430 Bq·m–2; the CRI in the sandy chernozem soil sub-region, situated in the northwestern Chifeng City, presented 2384 Bq·m–2; and the CRI in the chestnut soil sub-region, in the southern Xilin Gol City, was 2368 Bq·m–2. The newly proposed CRI determination scheme was proved effective, and the determined CRI plots and CRI values were convincing. The methodology offered a framework for 137 Cs tracing studies in large-scale regions or long-distance transects.