TY -的A2 Matsagar瓦盟——Alemzadeh哈桑盟——Shakib Hamzeh盟——Khanmohammadi穆罕默德PY - 2020 DA - 2020/10/05 TI -响应的摇摆隔离开发缓解下高架水箱的风力和地震灾害SP - 5498298六世- 2020 AB -高架水箱供水系统分为战略组成部分在现代城市管理。过去的地震事件揭示了这些结构的高脆弱性。探讨摇摆隔离的发展(RI)作为响应这些结构减排技术。使用一种分析方法,动态模型的两个隔离病例:轴架底座(1)和(2)在坦克。模型包含了一个简化的类比模拟油箱的液舱系统修改下摇摆运动。基于摇摆结构的动力学运动方程,影响,隆起过渡。然后,自由振动和地震响应进行历史分析样本结构。讨论是由国际扶轮的影响上的动态和地震反应液舱系统的基座和组件。各种国际扶轮的影响情况下,基座高度,和坦克填补水平研究了一群兴奋的地面运动的整体结构。考虑到系统可能容易受到其他横向载荷,合并后的风力和地震灾害的影响也进行了研究。 The wind loads are assumed to act statically and simultaneously with the seismic excitations. Results show that the first case of RI decreases the acceleration demands of mid-rise and tall structures, thus lowering the structural demands to 50% of the fixed-base system. However, the second case of RI has almost no effect on the performance of the system, upgrading only the response of mid-rise structures. Both RI cases also aggravate the wave oscillations and increase the freeboard requirements. Finally, while the combined seismic and wind hazards have almost no effect on the operational performances, the force demands of the structures are increased by 10%. SN - 1070-9622 UR - https://doi.org/10.1155/2020/5498298 DO - 10.1155/2020/5498298 JF - Shock and Vibration PB - Hindawi KW - ER -