索-桥动态相互作用及行波效应对斜拉桥地震反应的影响

主要研究斜拉桥地震响应中拉索与梁、塔动态相互作用和行波效应的影响,索一桥相互作用的影响是根据结构动力学中广义自由度的概念,把索的振型作为自由度来考虑,通过把索边界节点的位移和索局部振型位移叠加得到索的整体位移,行波效应是通过在不同支承点输人具有一定相位差的同一条地震动模拟.以一座斜拉桥为例进行了数值模拟和参数分析,结果...     

梁式桥地震碰撞响应及防碰撞与落梁措施研究进展

简述了地震中观察到的桥梁结构地震碰撞现象,以及已经发展的各种模拟地震碰撞现象的理论分析模型.在此基础上,对桥梁碰撞反应发生机理、碰撞对结构构件抗震能力的影响以及有关防止碰撞发生及防止落梁的有效措施等方面的研究进展进行了回顾和总结.展望了有待进一步研究的问题,包括开展大比例尺的实桥模型地震碰撞试验研究、空间地震动对长跨梁...     

Ground motion spatial variability effects on seismic response control of cable-stayed bridges

The spatial variability of input ground motion at supporting foundations plays a key role in the structural response of cable-stayed bridges (CSBs); therefore, spatial variation effects should be included in the analysis and design of effective vibration control systems. The control of CSBs represents a challenging and unique problem, with many complexities in modeling, control design and implementation, since the control system should be designed not only to mitigate the dynamic component of the structural response but also to counteract the effects of the pseudo-static component of the response. The spatial variability effects on the feasibility and efficiency of seismic control systems for the vibration control of CSBs are investigated in this paper. The assumption of uniform earthquake motion along the entire bridge may result in quantitative and qualitative differences in seismic response as compared with those produced by uniform motion at all supports. A systematic comparison of passive and active system performance in reducing the structural responses is performed, focusing on the effect of the spatially varying earthquake ground motion on the seismic response of a benchmark CSB model with different control strategies, and demonstrates the importance of accounting for the spatial variability of excitations.     

中天山东段尾亚印支早～中期石英闪长岩——陆内俯冲与原生下陆壳部分熔融

前人对东天山海西期的构造-热事件作了大量研究,得出了许多方面的重要认识.东天山印支期的构造演化到底是海西期的延续,还是受控于另一构造域,至今仍不清楚.因此,印支期岩浆岩岩相学、地球化学和同位素地质学的综合研究,对阐明本区印支期的构造演化具有重要意义.产于中天山东段的尾亚石英闪长岩形成于印支早-中期.该岩石主要组成矿物为...     

Seismic behavior of ductile rectangular composite bridge piers

The seismic resistance characteristics of a newly developed composite bridge pier system are examined via a series of experimental studies. In this innovative bridge pier system, the shear strength is provided by the steel tube and the concrete confined by the steel tube. No transverse shear reinforcement is used in this system. Axial and flexural strengths of the bridge pier are exerted by the longitudinal reinforcements and the concrete. A gap between the end of steel tube and the reinforced concrete foundation contributes to the steel tube providing shear resistance only without sharing the flexural moment. From the experimental results of this study, it is found that the flexural strength of the proposed composite bridge pier can be predicted accurately by the conventional method that was used in the reinforced concrete structures. Shear strength of the composite bridge pier can be obtained by summing up shear strengths of the concrete and the steel tube. Excellent deformation capacities are also found from the experimental studies. The proposed composite bridge pier system not only simplifies the construction work greatly, but also provides superior seismic resistance as compared with that of the conventional method. Copyright © 2010 John Wiley & Sons, Ltd.     

Analytical and 3D numerical modelling of full-height bridge abutments constructed on pile foundations through soft soils

The scope of this paper is the analysis of full-height bridge abutments on pile foundations, installed through soft soils, with a commercially available finite element software and soil model. Well-documented centrifuge test data were used as reference. Excess pore pressures developed in the clay layer, vertical and horizontal movements of the soft clay, pile displacements and bending moments, and abutment wall bending moments were chosen for comparison, since they are the most critical parameters for observation and design. Additionally, the validity of an analytical method (SIMPLE), which was proposed to analyse the piled abutments subjected to nearby surcharge loading, is discussed. This soil-structure interaction problem has been investigated over the last three decades, using either field or centrifuge tests, accompanied by FE analyses. Special modelling techniques and advanced soil models were used in these numerical studies to establish the most representative field behaviour. However, since the codes or techniques used in these advanced FE analyses are neither very practical nor easily accessible, it is difficult to employ them consistently in design. Thus, the results of this study are intended to provide some guidelines for designers, and to bring insight about the interacting mechanisms into the design process.     

内蒙古苏尼特左旗北达布锡勒图岩体主微量元素地球化学特征及成因探讨

达布锡勒图岩体位于华北板块与西伯利亚板块兴蒙造山带中的二连-贺根山缝合线北侧附近.通过对岩体各类岩性样品进行稀土和微量元素含量分析,结果显示,花岗闪长岩类(包括黑云花岗闪长岩和花岗闪长岩)成因类型为I-S过渡型花岗岩,成岩岩浆可能为大洋俯冲板片和上覆陆壳变杂砂岩部分融熔的混合岩浆,花岗岩类(包括二长花岗岩、黑云花岗岩和钾长花岗岩)为S-型花岗岩,原岩为变质泥岩,均产出于大陆弧构造环境,非埃达克质岩石.     

大桥桩基纠偏与加固的施工方法

四川雅沪高速公路高山庙大桥在施工完毕后,发现2-4跨桥位横向偏移,造成桩基发生裂纹甚至断裂,需要在不拆除大桥的前提下完成桥位桩基的纠偏与加固。通过对多个桥梁纠偏与桩基加固的方案进行反复探索与论证,总结出一套便捷、实用、经济的施工方法,成功地达到该桥梁纠偏与加固的目的。详细介绍了加固方案、施工技术措施以及纠偏效果。     

Tectonomagmatic origin of some volcanic and sub-volcanic rocks from the Lower Benue rift, Nigeria

Petrological and geochemical studies on some volcanic and sub-volcanic rocks from the Lower Benue rift indicate that they are basalts, basaltic and doleritic sills, trachybasalt and trachyte which generally belong to the alkali basalt series. The alkaline affinity is clearly evident in both their normative and modal mineral compositions, as well as their chemical compositions. The generally high fractionation indices [(La/Yb)N] are 7.06 to 17.65 for the basaltic rocks and 23.59 to 135. 35 for the trachytic ...     

中国东部岩石圈热状态与流变学强度特征

根据均衡原理制约的地热计算得到中国东部岩石圈的温度分布状态,以40、70、100km和莫霍面深度等温线图以及600°C、1100°C等温面深度的形式表示.同时计算了以1350°C等温面深度表示的中国东部的热岩石圈厚度.结果显示:在扬子克拉通西部四川盆地之下存在160～200km厚的岩石圈根,但在整个华北克拉通之下缺失岩...