桩头侧向集中荷载作用下桩—土系统的非线性动力性能分析   总被引：10，自引：0，他引：10  

赵振东  土岐宪三 《地震工程与工程振动》1997,17(3):100-109

在对侧向动荷作用下桩－土相互作用系统的数值模拟方法进行了评述之后，一个三维显式有限元模型被用来描述桩－土系统，以分析其在施加于桩头的侧向脉冲式动载作用下的非线性动力性能，其中混凝土桩被考虑为线弹性材料，而桩周土体被模拟为一种可进入破坏状态的弹塑性材料，同时滑移界面单元被用来模拟桩、土间的滑移和分离。计算结果表明，桩－土系统的侧向动力性能由桩头的约束条件和地表以下一定深度内的系统上部的性能参数所控制  相似文献   

哀牢山-红河左旋走滑剪切带构造抬升时间序列的裂变径迹证据   总被引：20，自引：0，他引：20       下载免费PDF全文

万京林  李齐 《地震地质》1997,19(1):88-90

对采自红河断裂带元阳—嘎洒段的４个片麻岩和糜棱岩样品中的磷灰石进行裂变径迹（ＦＴ）测年，得到５．６１～１０．６４Ｍａ的年龄范围。结果表明，ＲＲＦＺ段磷灰石ＦＴ年龄有从东南向西北变新的趋势。结合已有的钾长石多重扩散域（ＭＤＤ）模式结果，得到该段１５０℃至１１０℃温度范围的冷却过程（冷却速度为３．４～９．４５℃／Ｍａ）。ＦＴ结果反映的特征与南海盆地得到的１５Ｍａ时断裂带所受力的转换的结果是一致的  相似文献   

Time-domain computation of scattering from a heterogeneous layer     

Xiaofan Li  J. A. Hudson 《Geophysical Journal International》1997,128(1):197-203

Adopting Born and ray approximations, time-domain synthetic seismograms for P-P and P-S scattering from a plane wave incident on a thin, laterally heterogeneous layer are presented in this paper. The time-domain P coda is a convolution between a structure function and the second-order derivative of the time function of the incident P wave. Examples of synthetic seismograms are given using a time function from a computed short-period seismogram for a point explosive source in a half-space. These show that it is impossible, with realistic values of the parameters involved, to generate significant codas when only single scattering is involved.  相似文献   

岩质边坡设计坡角和锚固方案的确定   总被引：3，自引：0，他引：3  

郭映忠 《工程地质学报》1996,4(2):1-6

本文运用赤平极射投影、块体理论和岩体力学的基本原理, 试探求一种可供边坡工程设计采用的确定人工岩质边坡最大安全设计坡角和锚固方案的简易方法。  相似文献   

间歇侧移式的裂陷与递进跳跃式的反转：以阜新煤盆地为例   总被引：6，自引：0，他引：6  

王桂梁  马杏垣  荆惠林  云武  王大庆  谭海樵  李海玉 《高校地质学报》1996,(3)

位于闾山背斜隆起核部西侧的阜新断陷盆地从早白垩世义县组晚期开始，在东西两侧盆缘的Ｆ″１、Ｆ２断层所、围限的地堑内接受了义县组上部中性火山岩的堆积。火山喷发停止后，九佛堂组的大陆碎屑岩建造仍在Ｆ″１和Ｆ２断层之间的地堑内充填。九佛堂裂陷期之后该区地壳掀斜隆升，盆地南侧的义县地区开始反转抬升而不再接受沉积，西缘的Ｆ２断层也停止活动。到沙海组充填时盆地已演化为受Ｆ″１断层控制的、东断西超的半地堑盆地；沙海期裂陷终止后Ｆ″１断层停止活动，阜新组裂陷是在向东移的Ｆ′１盆缘断层控制下半地堑内发育的。阜新期裂陷结束后盆地又发生了一次跳跃式的反转，许多正断层发育成上逆下正的复合断层，并出现正花状构造。中白垩世孙家湾组的沉陷进一步向东侧移，形成了以Ｆ１断层为盆缘断层的半地堑；孙家湾期后发生本区最强烈的整体反转、隆升和褶断，结束了盆地的演化历史。阜新盆地间歇侧移式的裂陷与递进跳跃式的反转为盆地反转建立一个新的构造模式  相似文献   

A　New　Kind　of　Structural　Model：Constrained　Lateral　Extrusion　in　Western　Ordos　Basin　and　Its　Adjacent　Regions     

Liu Shaofeng 《中国地质大学学报(英文版)》1996,(2)

ＡＮｅｗＫｉｎｄｏｆＳｔｒｕｃｔｕｒａｌＭｏｄｅｌ：ＣｏｎｓｔｒａｉｎｅｄＬａｔｅｒａｌＥｘｔｒｕｓｉｏｎｉｎＷｅｓｔｅｒｎＯｒｄｏｓＢａｓｉｎａｎｄＩｔｓＡｄｊａｃｅｎｔＲｅｇｉｏｎｓＬｉｕＳｈａｏｆｅｎｇ（ＤｅｐａｒｔｍｅｎｔｏｆＧｅｏｌｏｇｙ，...  相似文献   

结构内设备的摩擦摆隔震响应分析     

李大望  庄鹏  周锡元 《世界地震工程》2004,20(4):90-93

基于系统耦和振动微分方程，分析了结构内摩擦摆隔震设备的响应规律和隔震效果。计算结果表明，经过合理设计的摩擦摆系统能够显著控制设备的地震绝对加速度响应从而有效提高设备的抗震可靠度。  相似文献   

模拟试验法确定桩基承载力   总被引：3，自引：0，他引：3  

亓宾  佴磊  江娟 《吉林大学学报(地球科学版)》2004,(Z1)

通过室内中型剪切摩擦试验确定桩与地层间的C、Φ值,依据莫尔—库仑准则确定桩侧摩阻力。桩侧法向应力采用桩土上部荷载引起的作用于桩身的侧向应力,桩端承载力通过室内三轴试验确定,两者之和即为单桩承载力。该方法用于肇源松花江大桥桩基承载力的测试,得出的桩承载力与实测值吻合较好,取得了预期的效果。  相似文献   

Bedload transport resistance in rough open‐channel flows     

Peng Gao  Athol D. Abrahams 《地球表面变化过程与地形》2004,29(4):423-435

During bedload movement by saltation, streamwise momentum is transferred from the ?ow to the saltating grains. When the grains collide with other grains on the bed or in the ?ow, streamwise momentum is reduced, and there is a decrease in streamwise ?ow velocity and an increase in ?ow resistance, herein termed bedload transport resistance f_bt. Based on experiments in two ?umes with ?xed and mobile plane beds and previously published data, an equation is developed that may be used to predict f_bt for both capacity and non‐capacity ?ows. The variables in this equation are identi?ed by dimensional analysis and the coef?cients are determined by non‐linear regression. This equation applies to rough turbulent open‐channel ?ows, where the relative submergence is between 1 and 20 and the entire sediment load moves by saltation. An investigation of the relative magnitudes of f_bt and grain resistance f_c suggests that where dimensionless shear stress θ is less than 1 and saltation is the dominant mode of bedload transport, f_bt/f_c increases with θ but never exceeds 1. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Estimating the seismic displacement of friction pendulum isolators based on non‐linear response history analysis     

Keri L. Ryan  Anil K. Chopra 《地震工程与结构动力学》2004,33(3):359-373

A procedure for developing equations that estimate the isolator displacement due to strong ground motion is applied to buildings isolated with the friction pendulum system. The resulting design equations, based on rigorous non‐linear analysis, offer an alternative to the iterative equivalent‐linear methods used by current U.S. building codes. The governing equations of the system are reduced to a form such that the median normalized displacement of the system due to an ensemble of ground motions is found to depend on only the isolation period—a function of the curvature of the isolator—and the friction force at incipient slip normalized by peak ground velocity. The normalization is effective in minimizing the dispersion of the normalized displacement for an ensemble of ground motions, implying that the median normalized displacement is a reliable estimate of response. The design equations reflect the significant (20 to 38%) increase in displacement when the excitation includes two lateral components of ground motion instead of just one component. Equivalent‐linear methods are shown to underestimate by up to 30% the exact median displacement determined by non‐linear response history analysis for one component of ground motion, and building codes include at most a 4.4% increase for a second component. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献