西安地裂缝场地勘察及受损建筑物的治理     

李忠生 《地球科学与环境学报》1999,(Z1)

结合地裂缝成因、性质及地质环境,提出了西安地裂缝场地勘察行之有效的方法,对拟建场地进行地裂缝监测,可预报地裂灾害。根据地裂缝对建筑物破坏的特点,结合地基处理技术提出了对受地裂缝影响建筑物治理的方法,对因土地紧张而需在地裂缝影响范围内建造的建筑物,从设计上考虑预纠偏方案作为预防措施  相似文献   

成都市近地表大气尘的矿物学特征及其环境指示意义   总被引：9，自引：0，他引：9  

施泽明  倪师军  张成江 《矿物岩石》2006,26(2):117-120

通过对成都市近地表大气尘X射线衍射、电镜扫描分析等研究显示:其主要由石英、长石、伊利石、绿泥石、方解石、石膏等矿物组成;就其形状看有致密的不规则粒状、片状单矿物、不规则粒状聚合体、浑圆形球状飘珠、聚合体放大观察可见片状的粘土矿物和细小的粒状单矿物,偶见藻类;矿物形貌特征及矿物组成空间分布特征的研究显示:球形状飘珠及伊利石、绿泥石、石膏的空间分布特征与工业布局和表层土壤的pH值密切相关,成都市近地表大气尘主要为地表扬尘和工业烟尘的混合物;与土壤的矿物组成比较可见,近地表大气尘重金属污染除土壤贡献外,还有其他污染贡献;石膏在本次研究中平均含量高达8.2%,推测可能成为成都市往年燃煤量大而无明显酸雨现象的原因之一。  相似文献   

Analytical investigations of seismic responses for reinforced concrete bridge columns subjected to strong near-fault ground motion     

苏进国  宋裕祺  张顺益  黄昭勋 《地震工程与工程振动(英文版)》2007,6(3):237-244

Strong near-fault ground motion, usually caused by the fault-rupture and characterized by a pulse-like velocity- wave form, often causes dramatic instantaneous seismic energy (Jadhav and Jangid 2006). Some reinforced concrete (RC) bridge columns, even those built according to ductile design principles, were damaged in the 1999 Chi-Chi earthquake. Thus, it is very important to evaluate the seismic response of a RC bridge column to improve its seismic design and prevent future damage. Nonlinear time history analysis using step-by-step integration is capable of tracing the dynamic response of a structure during the entire vibration period and is able to accommodate the pulsing wave form. However, the accuracy of the numerical results is very sensitive to the modeling of the nonlinear load-deformation relationship of the structural member. FEMA 273 and ATC-40 provide the modeling parameters for structural nonlinear analyses of RC beams and RC columns. They use three parameters to define the plastic rotation angles and a residual strength ratio to describe the nonlinear load- deformation relationship of an RC member. Structural nonlinear analyses are performed based on these parameters. This method provides a convenient way to obtain the nonlinear seismic responses of RC structures. However, the accuracy of the numerical solutions might be further improved. For this purpose, results from a previous study on modeling of the static pushover analyses for RC bridge columns (Sung et al. 2005) is adopted for the nonlinear time history analysis presented herein to evaluate the structural responses excited by a near-fault ground motion. To ensure the reliability of this approach, the numerical results were compared to experimental results. The results confirm that the proposed approach is valid.  相似文献   

Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions   总被引：3，自引：1，他引：2  

翟长海  李爽  谢礼立  孙亚民 《地震工程与工程振动(英文版)》2007,6(4):351-355

In displacement-based seismic design, inelastic displacement ratio spectra (IDRS) are particularly useful for estimating the maximum lateral inelastic displacement demand of a nonlinear SDOF system from the maximum elastic displacement demand of its counterpart linear elastic SDOF system. In this study, the characteristics of IDRS for near-fault pulse-type ground motions are investigated based on a great number of earthquake ground motions. The in? uence of site conditions, ratio of peak ground velocity (PGV) to peak ground acceleration (PGA), the PGV, and the maximum incremental velocity (MIV) on IDRS are also evaluated. The results indicate that the effect of near-fault ground motions on IDRS are signifi cant only at periods between 0.2 s - 1.5 s, where the amplifi cation can approach 20%. The PGV/PGA ratio has the most signifi cant in? uence on IDRS among the parameters considered. It is also found that site conditions only slightly affect the IDRS.  相似文献   

非平稳空间相关多点地震动合成方法研究   总被引：1，自引：0，他引：1  

董汝博  周晶  冯新 《地震工程与工程振动》2007,27(3):10-14

根据地震波的传播特点,在现有的非平稳空间相关多点地震动合成方法的基础上进行了改进。通过修正随机相位角,使生成的多点地震动在局部场地上具有收敛性。给出了未知和已知相位差谱统计规律2种情况下非平稳多点地震动的合成方法。进一步提出了基于实际地震纪录的空间相关多点地震动合成方法。这些方法可用于大尺度结构的多点输入分析。  相似文献   

水平地震激励下储罐液体晃动与提离分析   总被引：3，自引：2，他引：1  

孙建刚  周利剑  李晓莉  李庆丽 《地震工程与工程振动》2007,27(5):134-138

在考虑地基与储罐相互作用的情况下,采用有限元法对储罐在水平地震荷载作用下的液面晃动及储罐提离反应进行了分析。结果表明:罐内液体的晃动是长周期运动,其周期受地震动影响。无论是小体积罐还是大体积罐,在一定的地震烈度下均可以发生提离,而且储罐发生提离的时刻大多数是在地震动的峰值过后的一段时间内。大体积的储罐的提离明显小于小体积的罐。底板提离区域为月牙形。  相似文献   

浅埋公路隧道围岩稳定性的地质雷达分析     

孙立东  熊燕  孙彬 《地质灾害与环境保护》2007,18(4):28-31

结合渝湘高速公路白马浅埋隧道工程实践,利用SIR-20地质雷达对该高速公路隧道的围岩进行探测并进行稳定性扫描分析,指出了施工过程中支护结构和围岩的薄弱环节,简要地提出了改进和防治措施,保证施工的正常快速进行.  相似文献   

Evaluation and reflection of CCAMLR measures for regulation of IUU fishing          下载免费PDF全文

Wu Ningbo 《极地研究》1988,31(1):103

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景泰地震前后兰州台的中期形变异常     

唐九安  常千军  彭伟荣  周志宇 《大地测量与地球动力学》1995,(3)

给出了兰州台浮子水管倾斜仪和石英伸缩仪１９８７～１９９３年间Ｍ２波潮汐因子的年度调和分析结果，然后对各分量月均值进行了残差分析，并绘出去除长期项后的倾斜矢量图，据此探讨了景泰地震的中期前兆异常和震后效应特征。  相似文献   

Nonstationary frequency effect of the ground motion upon the strength levels of the shear type RC structures     

Z. Hasgü  r 《Soil Dynamics and Earthquake Engineering》1995,14(6):453-461

In order to investigate the influence of nonstationary frequency content variations, nonlinear response analysis for origin-oriented type hysteretic model is carried out and results are presented by applying two different S_I and S_II ensembles with varied frequency contents. The theoretical background of strong motion simulation is explained briefly depending on frequency parameters of stiff soil data. Based on models and applying Monte-Carlo's simulation mean values and standard deviations of displacement ductility demands for both ensembles are calculated. Required strength levels are investigated in probabilistic sense adopting light and heavy (but controlled) damage criteria. It is concluded that the nonlinear behaviour of the structure is greatly influenced by the nonstationary frequency content deviations as being shown that larger strength requirements for the S_I type strong ground motion ensemble than the S_II, although both ensembles have almost the same acceleration response spectra.  相似文献