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      seismic
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  地震
    Investigation on MR Dampers and Intelligent Control on Seismic Whiplash Effect of Ship-lifting Structure
    MR阻尼器的研究及其在升船机地震鞭梢效应上的应用
短句来源
    Three Dimensional Seismic Responses Study of Concrete Self-anchored Suspension Bridges
    混凝土自锚式悬索桥三维地震反应研究
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    Seismic Response Analysis and MR Damper Control for Long-span Bridges under Multi-support Excitations
    大跨度桥梁多点激励地震反应分析与MR阻尼器控制
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    Spatial Seismic Response Analysis on the Cable-stayed Bridge and the Continuous Girder Bridge
    斜拉桥及连续梁桥空间地震反应分析
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    Nonlinear Analysis and Research of Seismic Response of Long-Span Concrete Filled Steel Tubular Arch Bridges
    大跨度钢管混凝土拱桥非线性地震反应分析与研究
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  抗震
    Seismic Design Theory and Method of Long Span Bridges
    大跨度立交桥抗震设计理论与方法
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    Seismic Design Method and Experimental Study on Rigid-Frame Through Tied-Arch Bridges
    下承式刚架系杆拱桥的抗震设计方法及试验研究
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    SIMPLIFIED FORMULAS FOR PIERS OF BEAM TYPE BRIDGES USING SEISMIC DESIGN RESPONSE SPECTRA
    用抗震设计反应谱计算梁式桥桥墩的简化公式
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    Calculation and Analysis of Seismic Design for Grouped Grain Bin's in Port Area
    港口贮粮群仓抗震计算分析
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    Some Problems in Seismic Design for Modern Urban Bridges
    现代化城市桥梁抗震设计若干问题
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  “seismic”译为未确定词的双语例句
    On Linear/nonlinear Seismic Analysis Methods of Bridges
    桥梁抗震的线性/非线性分析方法研究
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    Study on Theory of Using Magnetorheological Damper to Control Seismic Response for Long-span Bridge
    磁流变阻尼器在大跨度桥梁上的减震理论研究
短句来源
    Study on Seismic Semi-active Control for Bridges
    桥梁减震半主动控制研究
短句来源
    Closed Solution of the Vibration Equation of a Fixed Arch Bridge Under the Action of Horizontal Seismic Force in the Case of Plane Flexure
    水平地震力作用下无铰圆弧拱桥平面挠曲振动方程的闭合解
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    State of Art and Development of Study on Seismic Performance of
    大型桥梁多点激励效应的研究现状与发展
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  seismic
The seismic property of reef flat in the Changxing-Feixianguan Formation, Northwest Sichuan Province, China
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Stress centralization will, in turn, cause a lot of fractures and faults to develop, and ultimately, result in a gas chimney, which is a seismic smear zone beneath or above the reef flat.
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By analyzing the seismic features of all known gas fields, a model to predict carbonate reservoirs has been set up.
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By using data on the 1:100 000 aeromagnetic anomalies of the Sulu orogenic belt, we designed three simulated geotraverses, in which deep seismic reflection and other geophysical investigations have been completed.
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The principal mark of the seismite is the development of all kinds of soft sedimentary deformation structures, such as micro-step fault, intraformational minor fold, deformation, vibrational liquefied sandstone dike and seismic breccias.
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         Presplitting has the advantages of forming smooth surface,protecting rock-wall and eas- ing seismic wave.It can also spare the building of cofferdam to drain off water in the cons- truction of wharves.Vessels can directly berth at the bank after blasting without pavement of the rock-wall.Therefore underwater presplitting can bring us evident benefit economically. This article gives an example by describing the construction of a wharf along dense breccia-tuff shore with a slope of 35-40 degrees.This wh...
            预裂爆破具有形成光面、保护岩壁和减轻地震波等作用,用来建造码头还可以不必筑堰排水,爆破形成的岩壁可不加衬砌,直接供船舶停靠,因而具有很高的经济效益。本文叙述在坡度呈35~40°的致密角砾凝灰岩海岸上,建造一座岸壁码头的实例。码头具有结构简单,造价低和施工机具简单的优点。具有重力式所不可比拟的耐久性、承载力、抗震性、抗风浪、抗冲击,抗爆炸的能力。这对于建造外海和沿岸岛屿码头尤为重要。水下预裂爆破,同样适宜在江、河、湖、海建造水下洞库、岩基船坞、坞口导航墙,升船机的升船槽,船闸闸室等,具有广阔的发展前景。
文摘来源
         Various simplified mechanical models of Yong-River Bridge are set up in this paper. The nonlinear earthquake response analysis of the bridge has been made according to the 1976 Tianjin records, the 1940 E1-Centro records and the artificial seismic wave inputed respectively by using the analysis programs ERAB(Earthquake Response Analysis Programs for Bridge). Finally, based on the above analysis a preliminary strengthening plan for the bridge has been proposed.
            本文对邕江大桥给出了各种不同的动力计算模型,取用天津波、El-centro波和人工地震波分别对该桥进行非线性地震反应分析。在分析的基础上,提出该桥的加固建议方案。
文摘来源
         Based on the computer calculation results of the transfer matrix method, this paper gives a quadratic regression formula for the first natural circular frequency of piers of various sections on rigid foundation. By adding 14 samples in the statistic analysis, another formula has been obtained, improving the original linear formula. This paper also presents two quadratic regression formulas for the first natural circular frequency for piers on shallow foundation and caisson foundation respectively, in which ...
            本文以转移矩阵法电算结果为基础,在补充了14个子样后,除对原刚性地基桥墩第一自振圆频率ω_1的直线回归公式修正为曲线回归公式外,并分别提出了考虑地基弹性变形影响后,浅平基桥墩和沉井基础桥墩的曲线回归公式。此外,还提出了考虑地基弹性变形后用抗震设计反应谱进行计算的墩底剪力系q_0和弯矩系数m_0的公式。这些公式简单,精度能满足工程需要。
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