Research on the Body Coefficient of Complicated Tall Buildings

Considering the complication of the coefficient of wind-induced vibration for tall buildings,the scale 1:300 model test of Ying Li Building is completed in the second wind tunnel of Beijing University.Based on the calculation and analysis of the test results,the static and dynamic wind pressure acting on the building can be obtained and the value of the coefficient of wind-induced vibration for this tall building can be solved directly,thus a new way is laid for the research of complicated tall buildings.     

Reynolds Number Effect on Wind-induced Vibration of Stay-cables

In order to analyze the large amplitude vibration mechanism of cables based on Reynolds number effect, wind forces measurement and free vibration tests were carried out on cable models with/without artificial water rivulet. In the tests, the cable models without artificial water rivulet were in different surface roughness and those with artificial water rivulet attached were in smooth surface, and artificial water rivulet was attached in different positions respectively. Wind force coefficients, Den Hartog galloping coefficients and free vibration amplitudes were obtained. It is shown that in critical Reynolds number range, there is the possibility that the special wind force coefficient characteristics and flow pattern induce vibration, and this is the possible mechanism for dry cable galloping. The roughness of cable surface can change the intensity of critical Reynolds number effect and the range of critical Reynolds number. The existence of water rivulet can change the critical Reynolds number effect. For some water rivulet positions, in certain Reynolds number range, dCF/dα＜0, vibration happens, which agrees with the Den Hartog galloping criterion. In high Reynolds number range, besides Den Hartog galloping, vibrations are relevant to significant decrease of wind force coefficients and unstable flow pattern.     

三边形桅杆风荷载谱模型试验研究

对三边形格构式桅杆进行了均匀流和两种紊流下的高频测力天平风洞试验,得到了顺风向、横风向和扭转向的气动力系数以及脉动风荷载谱。采用基于风速谱的数学模型对顺风向脉动风荷载谱进行拟合,验证了该经验公式在不同流场下的适用性。根据试验所得横风向和扭转向脉动风荷载功率谱曲线的特点,建立由紊流激励和旋涡脱落激励两部分组成的谱函数数学模型,最小二乘法拟合结果与风洞试验结果吻合良好。横风向脉动风荷载谱以紊流激励为主,紊流强度15%时旋涡脱落激励贡献仅占10%,扭转向脉动风荷载谱中旋涡脱落激励贡献明显增大,达到40%。     

Characteristics of Interference Effects on Local Pressure of Two Square Tall Buildings in Tandem Arrangement

Wind tunnel tests were carried out to study the wind pressure on principal square building adjacent to another one in tandem. The interference effects on local pressure of the principal building were analyzed with different positions and heights of interfering building. It is shown that as height ratio is fixed, mean pressures on windward face are suctions when spacing ratio is less than 3, otherwise they are positive. The magnitudes of mean suctions on the side and leeward faces and fluctuating pressures on each face all get their maximums when spacing ratio is 3. As height ratios change, the magnitudes of mean suction on windward face increase with height ratio, meanwhile, the magnitudes on other faces obtain their minimums as the height ratio is 1.0 and the spacing ratio is less than 3. The fluctuating pressures on the windward and side faces get their maximums and that on the leeward face reaches its minimum as the height ratio is 1.0. When the spacing ratio is greater than 3, mean pressures on each face decrease, while fluctuating pressures on the windward and side faces increase as the height ratio increases, and the fluctuating pressures on the leeward face get the minimum when the height ratio is 1.0.     

Research of Wind Load on the Surface of YingLi Building in Chongqing

Considering the complicated distribution of wind load on the surface of the tall building, the 1:300 scale model test of YingLi building is completed in the No.2 environment wind tunnel, which belongs to the State Key Lab of Environmental Engineering College, Beijing University. Based on the calculation and analysis of the test results, this paper discusses the coefficient of wind-induced vibration and shape coefficient of wind load , gives the maximum and minimum value of surface wind load, which can be used for the wind resistant design and insure the security of the building under 100 years return period wind load.     

Effects of Heat Transfer Coefficient of External Window on Residential Buildings in Subtropical Areas

Using Designer's Simulation Toolkit DeST h developed by Tsinghua University, research was carried out on the energy consumption of a typical residential building in Ningbo, P. R. China, with a focus on the heat transfer coefficient of external windows facing every direction. Results show that variation of the heat transfer coefficient of external windows in all directions has a substantial effect on energy consumption for heating but little effect on energy consumption for cooling. It is difficult to decrease cooling energy consumption by decreasing the heat transfer coefficient of external windows in summer. The heat transfer coefficient of external windows facing south has a significant effect on building energy consumption, but the windows facing north have less effect, and those facing east and west have the least impact. Decreasing the heat transfer coefficient of external windows facing north and south from 4.7 to 3.2 produces the most favorable performance cost ratio for energy saving investments. Reasons for the decrease in the heat transfer coefficient of external windows leading to increased air conditioning energy consumption were discussed. The conclusions are useful for guiding energy efficient building design in other subtropical cities.     

利用新的外植体建立棉花高效转化系统的研究

利用陆地棉 (Gossypium hirsutum cv.Cok-er3 1 2和 G.hirsutum.晋棉 7号 ,冀合 3 2 1 ) 8～1 2 d无菌苗侧根 1 0 mm切段作为新的外植体与农杆菌 L BA440 4 p BK9(3 5 s∶∶ LUC∶∶ Nos)共培养将外源基因导入棉花 ,成功的获得转基因工程植株 ,提高了愈伤组织和转基因工程植株的转化效率。 p BK9质粒上携带的萤光素酶基因 [Lucif-erous(lux) ]为报告基因 (reporter gene) ,新霉素磷酸转移酶基因 (npt II)为选择标记基因 (markergene) ,经选择获得的转基因工程植株通过 VedioImage System进行整株活体萤光素酶基因 (lux)活性表达检测 ,获得 To 代和 T1代萤光素酶基因(lux)阳性表达植株。进行 DNA分子杂交 (South-ern blot)分析 ,证明外源基因已经整合到棉花基因组中。转基因工程植株萤光素酶基因 (lux)和新霉素磷酸转移酶基因 (npt II)在自交后代中得到保持 ,外源基因呈核基因单一位点显性遗传。