摘要
现代水泥生产线中出现越来越多的结构复杂、高度较高的建筑,而在地震高烈度区或者大风荷载的地区,采用高层钢结构的抗震问题、抗风问题就显得尤为突出。在研究了以往的设计后,通过增设耗能构件,重点是粘滞阻尼器,并结合Sap2000有限元软件进行理论计算,提出探索性的解决方法,以供参考。
More and more complicated structure and high-rise steel buildings appear in modern cement production line, and in the ar： ea of earthquake high-intensity or strong wind load, the shock resistance and wind resistance of high-rise steel structure is particularly important. After previous designs were studied, by seting energy dissipation component（viscous damper） and calculating combined with sap2000 finite element software, a tentative solution was put forward for reference.
出处
《水泥工程》
CAS
2010年第4期28-29,39,共3页
Cement Engineering
