桂海碑林摩崖石刻水害成因分析及防治对策

桂海碑林摩崖石刻景区为国家第五批公布的全国重点文物保护单位,其现存的石刻具有极高的史料价值和书法艺术欣赏价值。由于长期受到地质营力的作用,石刻出现了不同程度的水患病害,严重威胁着文物的长期保存。本文通过现场调查将桂海碑林灰岩质摩崖石刻的水患病害归纳为渗（滴）水病害、坡面雨水冲刷病害和凝结水病害三种类型,并分析了裂隙水、雨水和凝结水诱发石刻损坏的成因机制。为查明裂隙水的运移特征,采用瑞雷波探测技术识别了石刻岩体内部潜在的渗流通道,并基于瑞雷波相速度VR分级对其进行了渗透性分级。基于探测结果结合石刻区的地貌特征,提出了在崖顶区采用土工合成材料黏土衬垫（GCL）防渗铺盖和坡顶截水,在石刻区采用裂隙注浆和表面防水封护的综合治理对策。     

降雨年际气候变化的非线性动力统计模拟预测

文中应用非线性动力统计方法来模拟降水年际气候变化.经过对中国42个测点近百年降雨变化的模拟预测检验,取得了较好的效果,并得出了一些有意义的结论.     

稳态瑞利波勘探的探测深度及影响因素分析

稳态瑞利波勘探所能达到的勘探深度是众多使用者越来越关心的话题。作者依据瑞利波勘探的基本原理和多年的实践经验,对影响勘探深度的各种因素,包括岩层的平均速度vR、使用的最低频率fmin、震源能量、各种地质因素、耦合因素等一一作了分析,并列举了多种条件下勘探深度的实际数据。指出综合运用合理参数,进一步提高对小异常的识别能力,有可能在目前基础上把瑞利波方法的勘探深度再提高一步。     

Structural vibration passive control and economic analysis of a high-rise building in Beijing

Performance analysis of the Pangu Plaza under earthquake and wind loads is described in this paper.The plaza is a 39-story steel high-rise building,191 m high,located in Beijing close to the 2008 Olympic main stadium.It has both fluid viscous dampers(FVDs) and buckling restrained braces or unbonded brace(BRB or UBB) installed.A repeated iteration procedure in its design and analysis was adopted for optimization.Results from the seismic response analysis in the horizontal and vertical directions show that th...     

Design approaches for active, semi-active and passive control systems based on analysis of characteristics of active control force

In this paper,the characteristics of forces in active control systems connected to adjacent levels of a building are analyzed.The following characteristics are observed:(1) active control can provide signifi cantly superior supplemental damping to a building,but causes a small frequency shift;(2) the linear quadratic regulator(LQR)-based control force is composed of an elastic restoring force component and a damping force component,where the damping force is almost identical to the total control force,howev...     

Optimal weakening and damping using polynomial control for seismically excited nonlinear structures

This paper presents an approach for the optimal design of a new retrofi t technique called weakening and damping that is valid for civil engineering inelastic structures.An alternative design methodology is developed with respect to the existing ones that is able to determine the locations and the magnitude of weakening and/or softening of structural elements and adding damping while insuring structural stability.An optimal polynomial controller that is a summation of polynomials in nonlinear states is used...     

STUDY ON THE FORECAST METHOD FOR THE IMPACT OF CROSSWAY ON TIDAL CURRENT FIELD IN SEA AREA

This paper's method simulates the tidal current field near piles to derive and predict the scale oftheir impacts on the tidal current field, and presents the empirically obtained damp coefficient needed inpedicting the current field. The substituted plans used in the prediction are studied using Qingdao.Crossway as an example.     

Constraints on crustal and mantle structure of the oceanic plate south of Iceland from ocean bottom recorded Rayleigh waves

From April to July 2002 we carried out a deployment of 6 ocean bottom seismometers and 4 ocean bottom hydrophones in the North Atlantic south of Iceland. During the deployment period we recorded clear Rayleigh waves from 2 regional and 14 teleseismic earthquakes. This corresponds to a Rayleigh wave detection rate of nearly 92% for events with M_W ≥ 6.06.0 and epicentral distance less than 110°, close to detection rate estimates based on noise level variability. We measured Rayleigh wave event-station group dispersion and inter-station phase dispersion for one Mid-Atlantic Ridge event. The group dispersion curve is sensitive to the structure of the North-East Atlantic with an average age of  39 Myr. The phase dispersion curve is sensitive to the structure just south of Iceland (average plate age 33 Myr). Both dispersion curves indicate faster velocities than previously postulated for oceanic plate generated at the Reykjanes Ridge. A grid search approach was used to constrain the range of models fitting the data. The high velocity seismic lid just south of Iceland in the model for the phase dispersion path is slower or thinner than in the group dispersion model, which averages over a larger area and a somewhat older plate age, but the velocities in the low velocity half space are similar. We further consider the residual bathymetry in the experimental area. The residual anomaly decreases by 300–400 m from the Reykjanes Ridge to the  30 Myr old plate south of Iceland. This decrease can be explained by the disappearance of a mantle thermal anomaly associated with the Iceland plume. Both the residual bathymetry and the surface wave data are thus consistent with the notion that the southward spreading of the Icelandic plume is channelised underneath the Reykjanes Ridge and does not spread far outside this channel.Based on the experience from the pilot experiment, we estimate that a minimum recording time of 13–15 months in favourable weather conditions (April–September) is required to record enough data to map the spreading plume with surface waves, and to produce a tomographic image to a depth of 1000 km using body waves. This can be achieved by a continuous deployment of at least  20 months, or by two or three deployments during the spring and summer of consecutive years.     

立式储罐基础隔震动力反应特性分析

本文基于文献[1]建立的立式储罐基础隔震体系，针对阻尼，波高，隔震震频率等因素，进行了分析和研究，给出了工程设计所需的隔震频率、阻尼比并分析了隔震周期对波高控制的影响。     

粘弹性拉张型地震破裂过程的解析解

本文应用包括地壳破裂发震过程中具有激发及衰减的非线性Rayleigh阻尼,用Voigt粘弹性模型表示地壳,它能更全面地反映地壳介质分子之间的内摩擦造成的粘滞性阻尼,在数学方法上,用解非线性问题解析法的摄动理论结合动坐标的富氏级数,把问题的非线性控制方程组化为各阶线性化的控制方程组后,再简化为标准的Mathieu方程构成的耦连方程组,再用WKBJ方法,给出其在稳定区域的近似解,从而得出了问题的解析解。