星载合成孔径雷达海浪图像谱仿真研究

利用Hasselm ann 的完全非线性积分方法对文氏海浪谱的星载合成孔径雷达(SAR)图像谱进行了仿真研究。结果表明: (1) 在星载SAR海浪成像过程中, 速度聚束调制远比水动力调制、倾斜调制和距离向聚束调制重要;(2) 图像谱有180°的方向模糊和方位向的高波数截断,距离向传播海浪的图像谱存在双峰现象; (3) 不同极化方式和雷达视向的选取对图像谱无明显影响, 因而对于海浪的星载SAR遥感而言, 可以采用单一极化和单一视向。对于不同成长状态的风浪而言, 以上结果保持不变。     

“知音”中的同情体验与孤独体验——《文心雕龙》鉴赏批评论的美学生命探微

刘勰倾注其毕生的追求与思索而创作的体大思精的《文心雕龙》正是其美学生命与心理体验的显现。刘勰将其在独特的人生旅途中获得的心理体验贯穿于《文心雕龙》的文道论、创作论、鉴赏批评论和文体论之中,其中,"割情析采"中的鉴赏批评论蕴含了刘勰的"觇文见心"的同情体验、"贵古贱今"的孤独体验以及这两种体验的实践与超越,这些共同构成了其丰富深刻又灵动精妙的心理体验与美学生命。     

马村站自512井水汞异常分析

2006年7月4日河北省文安县发生了ML5．5级地震,震前震中西南200km的石家庄马村站自512井水汞3月15日～5月15日出现了短期高值异常,6月3日出现了高值突跳异常。本文分析研究了文安地震前水汞的异常变化,以及1999年水汞观测以来的异常变化特征。分析认为,震前小马村水汞的异常变化幅度较大,异常特征明显,前兆意义显著。     

Optimal design and seismic performance of tuned mass damper inerter (TMDI) for structures with nonlinear base isolation systems

The tuned mass damper inerter (TMDI) couples the classical tuned mass damper (TMD) with an inerter, a mechanical device whose generated force is proportional to the relative acceleration between its terminals, thus providing beneficial mass‐amplification effects. This paper deals with a dynamic layout in which the TMDI is installed below the isolation floor of base‐isolated structures in order to enhance the earthquake resilience and reduce the displacement demand. Unlike most of the literature studies that assumed a linearized behavior of the isolators, the aim of this paper is to investigate the effectiveness of the TMDI while accounting for the nonlinearity of the isolators. Two nonlinear constitutive behaviors are considered, a Coulomb friction model and a Bouc‐Wen hysteretic model, representative of friction pendulum and of lead‐rubber‐bearing isolators, respectively. Optimal design is based on the stochastic dynamic analysis of the system, by modeling the base acceleration as a Kanai‐Tajimi filtered stationary random process and resorting to the stochastic linearization technique to handle the nonlinear terms. Different tuning criteria based on displacement, acceleration, and energy‐based performance indices are defined, and their implications in a design process are discussed. It is proven that the improved robustness of the TMDI reduces its performance sensitivity to the tuning frequency and to the earthquake frequency content, which are well‐known shortcomings of TMD‐like systems. This important feature makes the TMDI particularly suitable for nonlinear base‐isolated structures that are affected by unavoidable uncertainties in the isolators' properties and that may experience changes of isolators effective stiffness depending on the excitation level.     

文安地震前天体引潮力和NCEP的异常现象

利用天体引潮力对地震诱发作用计算模型和NCEP遥感数据提取异常增温信息,分析2006．7．4发生在我国河北文安Ms5．1级的地震原因。研究结果表明：此次地震发生在天体引潮力达到峰值时段,天体引潮力对地应力处于临界状态的活动断层具有明显的诱发作用;增温异常图像呈现出震前异常增温经历：起始→加强→高峰→衰减→平静的演变过程,该过程反映地震构造由初始微动→破裂→扩张破裂→应力积聚→地震爆发→平静的一般过程。     

Rosenbrock‐based algorithms and subcycling strategies for real‐time nonlinear substructure testing

In this paper, Rosenbrock‐based algorithms originally developed for real‐time testing of linear systems with dynamic substructuring are extended for use on nonlinear systems. With this objective in mind and for minimal overhead, both two‐ and three‐stages linearly implicit real‐time compatible algorithms were endowed with the Jacobian matrices requiring only one evaluation at the beginning of each time step. Moreover, these algorithms were improved with subcycling strategies. In detail, the paper briefly introduces Rosenbrock‐based L‐Stable Real‐Time (LSRT) algorithms together with linearly implicit and explicit structural integrators, which are now commonly used to perform real‐time tests. Then, the LSRT algorithms are analysed in terms of linearized stability with reference to an emulated spring pendulum, which was chosen as a nonlinear test problem, because it is able to exhibit a large and relatively slow nonlinear circular motion coupled to an axial motion that can be set to be stiff. The accuracy analysis on this system was performed for all the algorithms described. Following this, a coupled spring‐pendulum example typical of real‐time testing is analysed with respect to both stability and accuracy issues. Finally, the results of representative numerical simulations and real‐time substructure tests, considering nonlinearities both in the numerical and the physical substructure, are explored. These tests were used to demonstrate how the LSRT algorithms can be used for substructuring tests with strongly nonlinear components. Copyright © 2010 John Wiley & Sons, Ltd.     

System identification and damage evaluation of degrading hysteresis of reinforced concrete frames

In this study, signal processing approaches and nonlinear identification are used to measure seismic responses of reinforced concrete (RC) structures using the shaking table test. To analyze structural nonlinearity, an equivalent linear system with time‐varying model parameters, singular spectrum analysis to elucidate residual deformation, and wavelet packet transformation analysis to yield the energy distribution among components are adopted to detect the nonlinearity. Then, damage feature extraction is conducted using both the Holder exponent and the Level‐1 detail of the discrete wavelet component. Finally, the modified Bouc‐Wen hysteretic model and the system identification process are employed to the shaking table test data to evaluate the physical parameters, including the stiffness degradation, the strength deterioration and the pinching hysteresis. Finally, the identified stiffness and strength degradation functions from the test data of RC frames in relation to the degree of ground shaking, damage index and the identified nonlinear features are discussed. Based on the proposed method, both signal‐based and model‐based identifications, the relationship between the damage occurrence and severity of structural damage can be identified. Copyright © 2010 John Wiley & Sons, Ltd.     

文安ML5．5地震前的大地电场异常初探

对2002年以来的静海地震台、宝坻地震台的大地电场连续观测资料,使用地电场观测的同一测向长、短极距测值的比值法进行分析处理,计算结果显示,2006年7月4日文安ML5．5地震前大地电场观测存在明显的地震前兆,但从同期的地电场原始观测资料中无法识别出该项异常信息。研究结果表明,同一测向长、短极距测值的比值法是一种从电场观测资料中有效识别和提取地震前兆信息的方法。     

2006年文安Mw4.9级地震的有限震源波形模拟研究

2006年7月4日发生在河北文安的M_w4.9级地震,由于没有地表破裂并缺乏能够精确定位的余震序列,从而在地震发震构造的确定上存在困难.本文利用首都圈地震台网9个台站的Z分量数字波形记录,通过与有限震源模型的理论波形模拟结果比较,能够快速分辨发震断层面及破裂扩展方式,同时对震源运动学参数提供一定约束.结果显示,在文安地震震源机制解的两组共轭节面中,走向110°、倾角65°、滑动角8°的节面更有可能代表真实的发震面;破裂扩展方式为一向西扩展的单侧破裂.这一结果与本区域构造应力研究及块体相对运动方向观测结果一致.本文的工作,为中等震级地震发震构造的快速确定提出了一种简单而有效的方法.     

一本具有新意的专著——评李乐平的《闻一多论稿》

《闻一多论稿》,就闻一多的文艺思想、新诗创作和诗美追求等方面进行了专题研究。其特色,一是关注前人研究成果,着力于学术史的清理,资料丰富;二是遵循辩证思维的方法,在现有研究成果的基础上寻找新的交叉地带或边缘领域,发现和研究新的问题;三是打通学科分界,从古今联系中探讨闻一多的思想转变。这本专著贯彻了创新精神,在思想观念和研究方法上做了可贵的探索,在一些问题上把人们对闻一多的认识深化了。