Gable roofs with overhangs （eaves） are the common constructions of low-rise buildings on the southeastern coast of China, and they were vulnerable to typhoons from experience. The wind pressure distributions on gabl...Gable roofs with overhangs （eaves） are the common constructions of low-rise buildings on the southeastern coast of China, and they were vulnerable to typhoons from experience. The wind pressure distributions on gable roofs of low-rise buildings are investigated by a series of wind tunnel tests which consist of 99 test cases with various roof pitches, height-depth ratios and width-depth ratios. The block pressure coefficients and worst negative （block） pressure coefficients on different roof regions of low-rise buildings are proposed for the main structure and building envelope, respectively. The effects of roof pitch, height-depth ratio, and width-depth ratio on the pressure coefficients of each region are analyzed in detail. In addition, the pressure coefficients on the roofs for the main structure and building envelope are fitted according to roof pitch, height-depth ratio and width-depth ratio of the low-rise building. Meanwhile, the rationality of the fitting formulas is verified by comparing the fitting results with the codes of different countries. Lastly, the block pressure coefficients and worst negative pressure coefficients are recommended to guide the design of low-rise buildings in typhoon area and act as references for the future＇s modification of wind load codes.展开更多
文摘Gable roofs with overhangs （eaves） are the common constructions of low-rise buildings on the southeastern coast of China, and they were vulnerable to typhoons from experience. The wind pressure distributions on gable roofs of low-rise buildings are investigated by a series of wind tunnel tests which consist of 99 test cases with various roof pitches, height-depth ratios and width-depth ratios. The block pressure coefficients and worst negative （block） pressure coefficients on different roof regions of low-rise buildings are proposed for the main structure and building envelope, respectively. The effects of roof pitch, height-depth ratio, and width-depth ratio on the pressure coefficients of each region are analyzed in detail. In addition, the pressure coefficients on the roofs for the main structure and building envelope are fitted according to roof pitch, height-depth ratio and width-depth ratio of the low-rise building. Meanwhile, the rationality of the fitting formulas is verified by comparing the fitting results with the codes of different countries. Lastly, the block pressure coefficients and worst negative pressure coefficients are recommended to guide the design of low-rise buildings in typhoon area and act as references for the future＇s modification of wind load codes.
文摘利用常规气象观测资料、1°×1°NCEP再分析资料、FY-2E逐时云顶亮温(TBB)资料和1 h降水资料,对2012年7月24 31日内蒙古全区性暴雨过程进行了分析。结果表明:(1)此次暴雨天气过程发生在南亚高压东伸、贝加尔湖阻塞形势稳定和西太平洋副热带高压位置偏北的大尺度环流背景条件下。(2)地面辐合以及700 h Pa切变和涡旋是暴雨发生的影响系统,中尺度对流系统(MCS)是暴雨过程中短时强降水的直接制造者,中尺度雨团出现在MCS边缘TBB梯度最大处冷空气一侧。(3)暴雨发生时南海季风涌活跃,为暴雨的发生提供了充沛水汽条件,暴雨发生前对流层低层存在大量不稳定能量,高空急流入口区右侧与低空急流出口区左侧相叠置耦合,以及地形的强迫动力抬升机制,触发了暴雨天气。(4)内蒙古西部地区水汽输送条件较差是该地区较少发生暴雨的主要原因。
