水汽对大气重力负荷效应的影响     

蒋维  罗少聪  孙和平 《大地测量与地球动力学》2011,31(3):124-126

通过构建水汽影响模型,并以武汉超导重力观测台站为例,根据1998年武汉地区每日两次的无线电探空数据,精确计算水汽对重力观测的影响数值。解算结果表明,水汽对武汉重力观测站的影响可达1.6×10 ^-8 ms ^-2,由此可见,精密重力观测中不能忽视水汽的作用。  相似文献   

带隅撑胶合木梁-双肢柱框架结构节点抗震性能试验研究     

王柳  陈伯望  刘哲  谢亚孜  刘帅  王怀 《地震工程与工程振动》2022,42(1):210-221

针对胶合木梁-柱节点抗弯能力弱的问题,提出了一种带隅撑的胶合木梁-双肢柱框架结构节点,以提高节点的转动刚度,改善梁柱结构框架的抗侧性能.对3组6个足尺胶合木梁-双肢柱框架结构节点进行了单调和低周反复加载试验以研究节点的抗震性能.结果表明:无隅撑节点类似于铰接,抗弯承载力很小,增设隅撑后显著提高了节点的转动刚度和抗弯承载...  相似文献   

用优化聚束滤波方法消除低信噪比地震资料中的多次波   总被引：25，自引：6，他引：19       下载免费PDF全文

洪菲  胡天跃  张文坡  刘东奇 《地球物理学报》2004,47(6):1106-1110

针对常规方法如f k,Radon变换不能很好解决的消除低信噪比地震勘探资料的多次波问题,本文提出了优化聚束滤波方法,采用具有静态权的自适应聚束滤波器,并调整聚束滤波器设计的约束准则,去除低信噪比复杂实际资料中的多次波．实际资料处理结果表明,优化聚束滤波方法改善了最小方差无偏聚束滤波方法不能较好地处理低覆盖低信噪资料处理的局限性,在实际处理中计算量增加不大．  相似文献   

Twin lintel belt in steel for seismic strengthening of brick masonry buildings   总被引：2，自引：1，他引：1  

C.V.R.Murty JayantaDutta S.K.Agrawal 《地震工程与工程振动(英文版)》2004,3(2):215-222

A single-room, single-storey full-scale brick masonry building with precast RC roofing system was tested thric eunder displacement controlled lateral cyclic loading, to assess the effectiveness of the basic repair and seismic strengthening techniques. Initially, the virgin building specimen was loaded laterally to failure, In the second stage, the damaged building was repaired by stitching across the cracks, and tested under the same lateral loading. In the third stage, the twice-damaged structure was repaired once more by stitching and strengthened by twin lintel belt in steel and vertical corner reinforcement,and re-tested. The building strengthened by twin lintel belt in steel showed about 28% higher strength under lateral loading than the virgin building.  相似文献   

低地应力区碎裂结构围岩基本特征研究   总被引：9，自引：2，他引：7  

胡夏嵩  赵法锁 《工程地质学报》2004,12(4):396-400

以某市引水工程地下洞室围岩为例 ,采取试验样品若干件 ,分别做了围岩的平均化学成分与百分含量衍射以及电镜扫描分析 ,并得到了相应的结果。在此基础上 ,从成分和微观结构两方面入手 ,总结出低地应力区碎裂结构围岩组成与显微结构方面的特征和变化规律 ,初步探讨了低地应力区碎裂结构围岩微观变形特征 ,这为进一步研究低地应力区围岩宏观变形破坏及其稳定性等方面 ,将会起到重要的理论指导作用  相似文献   

Dynamic performance of angle-steel concrete columns under low cyclic loading-I： Experimental study   总被引：1，自引：1，他引：0  

郑文忠  计静 《地震工程与工程振动(英文版)》2008,7(1):67-75

This paper describes low cyclic loading testing of nine angle-steel concrete column （ASCC） specimens. In the tests, the influence of the shear-span ratio, axial compression ratio and shear steel plate ratio on the hysteretic behavior, energy dissipation, strength degradation, stiffness degradation, skeleton curve and ductility of the ASCCs is studied. Based on the test results, some conclusions are presented. The P-A and sectional M -φ hysteretic models for the ASCCs are presented in a companion paper （Zheng and Ji, 2008）.  相似文献   

用空间光滑方法评估弱地震活动区的地震活动性参数   总被引：4，自引：2，他引：2  

张力方  吕悦军  彭艳菊  谢卓娟 《震灾防御技术》2008,3(1):27-36

本文以长江中游地震带为研究区域,该区地震活动比较弱,发震构造不清晰,但人口、经济分布集中,中小地震往往会造成强烈的社会影响。自有记载以来,共记录到122次Ms≥4．7级的地震,最大的地震为1631年常德63/4级地震,在这样的区域进行地震危险性分析,依据构造特征和地震活动进行潜源划分的方法会带来较大的不确定性,为了更合理地评价其危险性,本文试图先在研究区内划分活动水平相当的等b值区域,然后利用空间光滑法计算各区的地震年平均发生率分布。结果显示,各分区内年平均发生率存在较大差异,年发生率分布图与现代和历史地震震中分布格局基本一致,为潜源区划分提供了一种量化的空间参考数据。  相似文献   

刚性桩复合地基承载机制试验研究   总被引：2，自引：0，他引：2  

黄菊清  何春保  莫海鸿  倪光乐 《岩土力学》2008,29(3):841-845

进行了压板和原位测试,对广东地区不同类型刚性桩复合地基桩-土应力比、桩-土的荷载分担比进行了研究,实测数据表明,桩-土应力比与地质情况以及桩-土的相对刚度有关,其测试结果可为今后刚性桩复合地基设计提供参考。  相似文献   

一个考虑循环荷载作用的简化模型   总被引：2，自引：0，他引：2  

高广运  时刚  顾中华  冯世进 《岩土力学》2008,29(5):1195-1199

基于塑性硬化模量场理论和多重屈服面模型,结合各向同性硬化准则和移动硬化准则,在新的应力空间建立了一个新型不排水循环荷载作用下的多屈服面模型,并推导了一个适合三轴试验的简化的多屈服面模型。在此基础上,结合一个循环荷载作用下的动孔压模型,进行了饱和软黏土的动三轴模拟试验。结果表明,文中建立的多屈服面模型能够较好地模拟循环三轴试验、直剪试验和平面应变条件下的试验。  相似文献   

Experimental investigation on a base isolation system incorporating steel–Teflon sliders and pressurized fluid viscous spring dampers     

Stefano Sorace  Gloria Terenzi  Georges Magonette  Francisco J. Molina 《地震工程与结构动力学》2008,37(2):225-242

An experimental investigation on a base isolation system incorporating stainless steel–Teflon bearings as sliders, and pressurized fluid viscous spring dampers, is presented in this paper. In the system examined, dampers are connected to the base floor of an isolated building to provide the desired passive control of response in the superstructure, as well as to guarantee that it re‐centres completely after the termination of a seismic action. Two types of experiments were conducted: sinusoidal and random cyclic tests, and a pseudodynamic test in ‘substructured’ configuration. The cyclic tests were aimed at characterizing what follows: the hysteretic and strain‐rate‐dependent response of the considered highly non‐linear spring dampers; the normal pressure‐ and strain‐rate‐dependent frictional behaviour of steel–Teflon bearings, manufactured in compliance with the latest standards for this class of sliders; and the combined response of their assembly. The pseudodynamic test simulated the installation of the protection system at the base of a 2:3‐scale three‐storey steel frame structure, already tested in unprotected conditions by an earlier experimental campaign. Among other findings, the results of the performed tests, as well as of relevant mechanical interpretation and numerical simulation analyses, confirmed the linear additive combination of the dissipative actions of spring dampers and sliders in this mixed installation, and the high protective performance of the considered base isolation/supplemental damping system in a realistic earthquake simulation. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献