Effects of presence of nearby structures on ground vibration attenuation along response line
Effects of presence of nearby structures on ground vibration attenuation along response line
批准号:
08650549
负责人:
KITAMURA Yasutoshi
金额:
$1.47万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1996
资助国家:
日本
项目状态:
已结题
起止时间:
1996 至 1997
中文摘要
本研究分为两个主题:第一个主题研究了相邻结构在行波激励下沿两个或三个结构附近响应线的振动衰减。考察了结构间的间距和方位对减振特性的影响,得出以下结论:在接近结构共振的低频范围内,结构周围的地面振动大于无结构的地面振动。在高频范围内,多个结构作用下结构下游响应点的振动比单一结构作用下的小。在结构与响应线成直角布置的情况下,结构运动激发的散射波与自由场中的波之间的相位差似乎在计算响应线上的振动时起着重要作用。在此基础上,提出了一种将车辆动荷载按傅维叶级数展开,并将简谐荷载的解乘以荷载的频率分量来叠加的路旁地面振动的近似计算方法。对几个算例的应用结果表明,动载的移动效应出现在距车道较近的测点上。然而,随着与车道的距离变大,这种效果会迅速衰减。
英文摘要
This research is divided into two subjects.In the first subject, the vibration attenuation along a response line established near two or three structures is studied when excited by traveling waves from an adjacent source. The following is observed after the examination of the effect of the separation distance and orientation between structures on the characteristics of the vibration attenuation. The ground vibration around structures becomes larger than the vibration of ground without structures at low frequency range near the resonance of structures. In the range of high frequencies, the vibration of response points located downstream of the structures in case of multiple structures becomes smaller than the one in case of single structure. In case that structures are arranged at the right angle to a response line, it seems that the phase difference between the scattered wave excited by the motion of structures and the wave in the free field plays an important role in the assessment of the vibration along the response line.In the second subject, a thin-layred element and discrete wavenumber method is applied to simulate the ground vibration by a moving harmonic load. Moreover, an approximate method is proposed to calculate the ground vibration at a wayside in which a vehicle dynamic load is expanded in the Fouvier series and the solutions for harmonic loads are superposed by multiplying them by the frequency components of loads. As the results of the application to several examples, it is found that the moving effect of a dynamic load is appeared at measuring points in the near distance from the traffic lane. However, this effect decays rapidly as the distance from the lane becomes larger.
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Kitamura, Yasutoshi: "Analysis of Ground Vibration due to Moving Dynamic Load (in Japanese)" Memoirs of the Graduate School of Science and Technology, Kobe Univ.No.16-B. 53-59 (1998)
北村泰俊:“移动动态载荷引起的地面振动分析(日语)”神户大学研究生院科学技术研究科回忆录No.16-B。
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北村 泰寿・Alias, Mohd Nor 河原 裕樹: "Ground Vibration Attenuation along Response Line Established near Structures" Memoirs of the Graduate School of Science and Technology,Kobe University. No.15-A. 85-99 (1997)
Yasutoshi Kitamura·Alias,Mohd Nor Hiroki Kawahara:“在结构附近建立的响应线的地面振动衰减”神户大学研究生院科学技术回忆录第 15-A 期(1997 年)。
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Kitamura, Yasutoshi, Alias, Mohd Nor and Kawahara, Yuki: "Ground Vibration Attenuation along Response Line Established near Structures" Memoires of the Graduate School of Science and Technology, Kobe Univ.No.15-A. 85-99 (1997)
Kitamura、Yasutoshi、Alias、Mohd Nor 和 Kawahara、Yuki:“沿结构附近建立的响应线的地面振动衰减”神户大学科学技术研究生院回忆录第 15-A 号。
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北村泰壽・Alias,Mohd Nor: "近接加振源からの波動入射を受ける複数構造物-地盤系の応答解析" 建設工学研究所論文報告集. 第39-A号. 37-46 (1997)
Yasutoshi Kitamura,Alias,Mohd Nor:“来自邻近激励源的波输入的多重结构-地面系统的响应分析”建筑工程研究所论文集第 37-46 号(1997 年)。
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北村泰壽: "走行変動荷重による地盤振動解析" 神戸大学大学院自然科学研究科紀要. 第16号ーB. 53-59 (1998)
Yasutoshi Kitamura:“不同运行载荷引起的地面振动分析”神户大学自然科学技术研究生院公告第 16-B 号(1998 年)。
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共 8 条
Study on simple estimate method of soil parameters and applicability of simplified equation of attenuation with distance in prediction of ground vibration
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批准号:14550479
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.18万
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财政年份:2002
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负责人:KITAMURA Yasutoshi
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依托单位:
Prediction of ground vibration caused by road traffic using neural network
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批准号:10650464
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.24万
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财政年份:1998
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负责人:KITAMURA Yasutoshi
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依托单位:
海外基金