相似文献/References:
[1]王全凤,施士升.50米以上高层建筑在地震荷载下剪力墙数量的确定[J].华侨大学学报(自然科学版),1982,3(1 ):96.[doi:10.11830/ISSN.1000-5013.1982.01.0096]
[2]王仁谦.测小角法在高层建筑倾斜观测中的应用[J].华侨大学学报(自然科学版),1994,15(2):192.[doi:10.11830/ISSN.1000-5013.1994.02.0192]
Wang Renqian.Measuring the Inclination of High Building by the Method of Surveying Small Angles[J].Journal of Huaqiao University(Natural Science),1994,15(3):192.[doi:10.11830/ISSN.1000-5013.1994.02.0192]
[3]何占铭.高层商住楼设计探索[J].华侨大学学报(自然科学版),1995,16(4):395.[doi:10.11830/ISSN.1000-5013.1995.04.0395]
He Zhanming.The Design of Commercial and Living High Building[J].Journal of Huaqiao University(Natural Science),1995,16(3):395.[doi:10.11830/ISSN.1000-5013.1995.04.0395]
[4]陈火忠.丽景大厦的结构设计[J].华侨大学学报(自然科学版),1997,18(2):165.[doi:10.11830/ISSN.1000-5013.1997.02.0165]
Chen Huozhong.Structural Design of Lijing Mansion in Xiamen[J].Journal of Huaqiao University(Natural Science),1997,18(3):165.[doi:10.11830/ISSN.1000-5013.1997.02.0165]
[5]张清河.高层建筑监理和单桩极限承载力取值问题[J].华侨大学学报(自然科学版),2002,23(1):50.[doi:10.3969/j.issn.1000-5013.2002.01.012]
Zhang Qinghe.Supervision of a High Building and ’Short-Cut’ Calculation of Ultimate Bearing Capacity of Single Pile[J].Journal of Huaqiao University(Natural Science),2002,23(3):50.[doi:10.3969/j.issn.1000-5013.2002.01.012]
[6]王全凤,黄庆丰,王凌云.断层剪力墙高层建筑抗震设计理论与关键技术[J].华侨大学学报(自然科学版),2006,27(2):113.[doi:10.3969/j.issn.1000-5013.2006.02.001]
Wang Quanfeng,Huang Qingfeng,Wang Lingyun.Theory and Key Technique for the Seismic Design of High-Rise Building with Fault Shear Wall[J].Journal of Huaqiao University(Natural Science),2006,27(3):113.[doi:10.3969/j.issn.1000-5013.2006.02.001]
[7]杨蓉,彭兴黔.高层建筑屋顶风能利用的数值模拟[J].华侨大学学报(自然科学版),2012,33(1):69.[doi:10.11830/ISSN.1000-5013.2012.01.0069]
YANG Rong,PENG Xing-qian.Numerical Simulation of Wind Energy Utilization on the Roof of High-Rise Building[J].Journal of Huaqiao University(Natural Science),2012,33(3):69.[doi:10.11830/ISSN.1000-5013.2012.01.0069]