改进曲率模态识别桥梁损伤位置方法研究

结构健康监测和结构状态评估的主要前提之一是结构损伤识别。基于曲率模态对结构局部损伤比较敏感和频率指标测试简单方便、精度高的特点,本文提出了一种以结构的曲率模态为基础,综合考虑频率的变化的改进的结构损伤识别方法。随机子空间方法是一种行之有效的基于环境激励的结构状态识别方法。该方法的主要优点是无需人工激励,不中断桥梁的运营。为此,论文提出了一种不中断桥梁运营的基于改进曲率模态的桥梁结构损伤识别方法。最后用一三跨连续梁的有限元模型对该改进方法进行了验证。结果表明,采用随机子空间结合改进的曲率模态方法可以在不中断桥梁运营的前提下有效地识别出桥梁的损伤状况。     

Preliminary investigation of seismic damage to two steel space structures during the 2013 Lushan earthquake

Severe damage to steel space structures is rarely reported when compared to other structural systems damaged during past major earthquakes around the world.Two gymnasiums of steel space structures in downtown Lushan County that were damaged during the 2013 M7.0 Lushan earthquake in China were investigated and the observations are summarized in this paper.Typical damage to these two steel space structures ranges from moderate to severe.Moderate damage includes global buckling and dislocation of bolted connections of truss members,and inelastic elongation of anchor bolts and sliding of pedestal plates of supports.Severe damage includes member fracture caused by local buckling,and fracture failure of anchor bolts and welds.The distribution of structural damage to these two structures is described in detail and future research opportunities are suggested.     

Earthquake response analyses of a full‐scale five‐story steel frame equipped with two types of dampers

The seismic performance tests of a full‐scale five‐story passively controlled steel building were conducted on the E‐Defense shaking table in Japan in March 2009. Before the tests, a blind prediction contest was held to allow researchers and practitioners from all over the world to construct analytical models and predict the dynamic responses of the steel frame specimen equipped with buckling‐restrained braces (BRBs) or viscous dampers (VDs). This paper presents the details of two refined prediction models made and results obtained before the tests. When the proposed analytical modeling techniques are adopted as in the two refined prediction models, the overall prediction accuracy is about 90%. Sensitivity studies conducted after the tests are also presented in this paper. The effects of varying each modeling feature on the response simulation accuracy have been investigated. The analytical results suggest that considering concrete full‐composite actions for beam members could improve prediction accuracy by about 20% against using the simplified bare steel beam model. Adopting refined BRB stiffness computed from incorporating finite‐element gusset stiffness only improves the overall prediction accuracy by 0.9%. Considering the BRB dynamic loading test results for analytical BRB strength reduces the error by 1.9%. For the VD frame, incorporating the brace and VD stiffness could improve the overall prediction accuracy by about 15%. Copyright © 2012 John Wiley & Sons, Ltd.     

广义高斯分布参数估值与样本容量关系

在广义高斯分布(GGD)总体参数估计中,首要问题是选取样本容量.从GGD形状参数和尺度参数的估计精度要求出发,采用矩估计法估算GGD参数,通过仿真试验得到参数估计精度与样本容量的定量关系,最后给出参数估计中样本容量的确定方法.     

A PRIMARY RECOGNITION ON THE CLIMATIC SIGNIFICANCE OF ICE CORE ISOTOPE RECORD IN NAIMONA'NYI OF WEST TIBETAN PLATEAU

纳木那尼冰川是喜马拉雅山西部地区规模较大的冰川之一,也是开展冰芯气候意义研究有重要潜在价值的冰川.但由于纳木那尼冰川位于西风环流和印度季风影响范围的交界带,不同的环流系统所输送的水汽带来不同的降水稳定同位素信号.因此确定纳木那尼冰芯同位素记录的气候意义是开展该地区冰芯气候记录研究的前提条件.2008年在该冰川积累区所钻取的8.78m浅冰芯为这一研究工作提供了可能.本文对该冰芯的稳定同位素记录以及普兰气象站的气象数据进行了分析与讨论.研究结果表明,同位素的年际变化与当地普兰县气象站气温的年际变化具有较好的对应关系.这可能与当地降水受到夏季季风的影响较小有关.测量结果表明早期的深冰芯钻取点位于冰川的消融区,而冰川的积累区仍位于冰川更高的区域,而且积累区冰川厚度更大,更有可能保存更长时间尺度的冰芯记录.这也为以后开展新的纳木那尼深孔冰芯及气候意义研究提供了借鉴.     

Correlation between molecular absorption spectral slope ratios and fluorescence humification indices in characterizing CDOM

Ultraviolet–visible absorption spectral slope ratios S_R (slope in 275–295 nm divided by slope in 350–400 nm) and humification index (HIX, integrated fluorescence emission in 435–480 nm divided by that in 435–480 and 300–345 nm) were compared when characterizing chromophoric dissolved organic matter (CDOM) in three humic acids and 44 whole water samples. HIX increased with increasing pH for humic acids, while their S_R showed much more complicated dependencies on pH. There was a negative correlation between S_R and HIX. S_R increased in the order terrestrial coal/peat < terrestrial soil/river < seawater, while HIX increased in the order seawater < terrestrial soil/river < terrestrial coal/peat. The comparative study in this work indicates that terrestrially derived CDOM has higher HIX and lower S_R than marine CDOM. Investigators may potentially use these two indices to compare qualitatively the character of CDOM in different sources (e.g., terrestrial vs. marine).     

The contribution of organic and mineral colloidal nanoparticles to element transport in a podzol soil

The aim of this work is to analyze the size-distribution and composition of nanoparticles in a water-extract of a podzol B horizon. AsFlowFFF coupled to ICP–MS and a UV/VIS detector was used for particle fractionation and simultaneous measurement of the composition of the nanoparticles. Detected nanoparticles were organic and mineral particles; the mineral particles were dominated by clay and Fe-(hydr)oxides. Both organic- and inorganic particles contributed to the mobility of Fe, Al, trace metals and P. For Zn, Pb and P respectively 73%, 92% and 72% of the colloidal concentrations were associated with clay minerals. The large contribution of clay particles to the mobility of trace metals and P can be partly explained by the high amount of dispersed clay due to drying, sieving and rewetting of the soil. Inorganic nanoparticles can contribute significantly to the mobility of metals and P in soils.     

Numerical Modeling of Hydraulic Fractures Interaction in Complex Naturally Fractured Formations

A recently developed unconventional fracture model (UFM) is able to simulate complex fracture network propagation in a formation with pre-existing natural fractures. A method for computing the stress shadow from fracture branches in a complex hydraulic fracture network (HFN) based on an enhanced 2D displacement discontinuity method with correction for finite fracture height is implemented in UFM and is presented in detail including approach validation and examples. The influence of stress shadow effect from the HFN generated at previous treatment stage on the HFN propagation and shape at new stage is also discussed.     

Field Test Research on Embankment Supported by Plastic Tube Cast-in-place Concrete Piles

The plastic tube cast-in-place concrete pile (TC pile) with a small diameter consists of pre-driven plastic tube filled with concrete. Based on the case of TC pile-reinforced embankment on soft ground, and according to the monitoring data of the TC pile-reinforced embankment system, the treatment effect and reinforcement characteristics for this system were analyzed. The field monitoring results indicates that the critical height of embankment is about 1.1 times the pile net spacing, and the small-spacing arranged TC piles can be applied to low embankment engineering; the load share rate can reflect the degree of soil arching more better and steadily and exceeds 70 % at the end of monitoring period; the settlements of pile cap and soil between piles mainly occurs in the embankment construction period; the different settlement between pile cap and soil approaches the maximum and then reduces gradually when the embankment height is about 2.2 times the pile net spacing. The variation of layered settlement and pore water pressure illustrates that the embankment settlement is mainly caused by the compression of soils within pile length, which is about 90 % of the total settlement; the influence depth of pore water pressure is about 1/3 pile length.     

杭州湾南岸平原海蚀地貌的发现及意义

杭州湾南岸是我国近代海岸线变化最大的海岸带之一.前人曾利用史料、遥感、土地利用等手段对这一带岸线的变化进行过大量的研究.最近,笔者等在慈溪市滨海平原中距海岸线2～3 km的二座孤山—伏龙山和海王山发现了海蚀崖、海蚀沟、海蚀穴等海蚀地貌,从而提供了对历史海岸线位置有明确指示意义的地质地貌证据.分析认为此乃20世纪60年代...