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毗邻建筑
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  adjacent buildings
     Closed form solution of LQG control problem for seismic response of adjacent buildings
     毗邻建筑地震响应LQG控制问题的闭合解
短句来源
     CLOSED FORM SOLUTION OF LQG CONTROL PROBLEM FOR NON-STATIONARY STOCHASTIC SEISMIC RESPONSE OF ADJACENT BUILDINGS
     毗邻建筑非平稳随机地震响应LQG控制问题的闭合解
短句来源
     COMBINED PRECISE INTEGRATION STRATEGY FOR ASEISMIC LQG CONTROL OF ADJACENT BUILDINGS
     毗邻建筑LQG抗震控制的组合精细积分策略
短句来源
     DYNAMIC ANALYSIS OF DAMPER CONNECTED ADJACENT BUILDINGS UNDER EARTHQUAKE
     阻尼器连接的毗邻建筑地震响应分析(英文)
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  “毗邻建筑”译为未确定词的双语例句
     In this paper, a new attempt is reported in which the LQG control is applied to adjacent tall buildings subjected to non-stationary seismic random excitations.
     以毗邻建筑非平稳地震响应避碰控制为例对这类问题的求解进行了新的尝试。
短句来源
     Satisfactory control effects are achieved in the numerical simulation with two adjacent 20-storey buildings.
     对两座20层毗邻建筑的地震响应LQG控制进行了仿真分析,取得较好的效果。
短句来源
  相似匹配句对
     Architecture
     建筑
短句来源
     Polyphonic Architecture
     动感建筑
短句来源
     DYNAMIC ANALYSIS OF DAMPER CONNECTED ADJACENT BUILDINGS UNDER EARTHQUAKE
     阻尼器连接的毗邻建筑地震响应分析(英文)
短句来源
     DESIGN FOR THE FOUNDATION OF EXISTING BUILDING ADJACENT TO MASONRY STRUCTURE
     砌体结构毗邻既有建筑的基础设计
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  adjacent buildings
Seismic Response of Adjacent Buildings Connected with Friction Dampers
      
In this paper, the investigation is carried out to study the structural responses of two adjacent buildings connected with friction dampers under various earthquake excitations.
      
The effectiveness of the dampers in terms of the reduction of structural responses, namely, displacement, acceleration and shear forces of connected adjacent buildings is investigated.
      
Results show that using friction dampers to connect the adjacent buildings of different fundamental frequencies can effectively reduce earthquake-induced responses of either building if slip force of the dampers is appropriately selected.
      
Also, it is not necessary to connect the two adjacent buildings at all floors but lesser dampers at appropriate locations can significantly reduce the earthquake response of the combined system.
      
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The reverse construction method applied for basement of highrise building in Wanxian District, Sichuan Province was introduced.This project is situated in the centre of the city with thick ground and possibility out of stability for the side slope and surrounded by other buildings. The general situation, program selection and engineering design of the project were described.

本文根据四川万县地区一幢施工难度较大的高层建筑地下室的工程问题,推广运用“逆作法“施工,使得在城市闹市区、土层较厚、有引起潜在边坡失稳的情况下,在毗邻建筑旁修建高层建筑成为可能。文章从工程概况、方案选择、工程设计三个方面进行了较详细的叙述。

A formulation of the multi degree of freedom equations of motion for damper connected adjacent multi story buildings under earthquake excitation is presented.The ground acceleration due to earthquake is regarded as a stochastic process,and a pseudo excitation algorithm in frequency domain is implemented in a computer program to handle the non orthogonal damping properties of the system.The effectiveness of joint dampers is then investigated in ...

A formulation of the multi degree of freedom equations of motion for damper connected adjacent multi story buildings under earthquake excitation is presented.The ground acceleration due to earthquake is regarded as a stochastic process,and a pseudo excitation algorithm in frequency domain is implemented in a computer program to handle the non orthogonal damping properties of the system.The effectiveness of joint dampers is then investigated in terms of the reduction of displacement,acceleration and shear force responses of adjacent buildings.

建立阻尼器连接的毗邻建筑在地震力作用下的运动方程.在求解地震响应时,地面运动加速度被描述为一随机过程.由于结构系统的非正交阻尼性质,用虚拟激励法在频域内求解结构地震响应.通过分析得出,毗邻建筑用阻尼器连接后,结构的地震响应得到有效控制,较连接前明显改善;选择一定的阻尼器参数可得最佳的减震效果.

Closed form solution of LQG problem for seismic response of adjacent buildings connected by hydraulic actuators is presented in this paper. The closed form solution for seismic response of the system is derived in terms of the pseudo- excitation method and the residue theorem. By using the closed form solution, extensive studies on weighting matrices Q and R can be carried out for the buildings of many degrees of freedom. The results show that if the weighting matrices are se- lected appropriately, the modal...

Closed form solution of LQG problem for seismic response of adjacent buildings connected by hydraulic actuators is presented in this paper. The closed form solution for seismic response of the system is derived in terms of the pseudo- excitation method and the residue theorem. By using the closed form solution, extensive studies on weighting matrices Q and R can be carried out for the buildings of many degrees of freedom. The results show that if the weighting matrices are se- lected appropriately, the modal damping ratios of the system can be significantly increased and the seismic responses of both buildings can be considerably reduced.

本文把毗邻建筑的地震反应控制作为LQG控制问题,并应用虚拟激励法和留数定理推导出问题的闭合解。利用此闭合解研究了加权矩阵Q和R对建筑阻尼及地震响应的影响。结果表明选用适当的加权矩阵,LQG控制可同时有效地减小两栋建筑的地震响应。

 
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