绝壁悬挑钻探施工平台研制          下载免费PDF全文

邝光升  彭开林  龚建波  任柏橙 《探矿工程》2018,45(2):89-92

本文以长江巫峡黄岩窝和板壁岩特大型危岩带勘查水平孔施工为例,探索研究出在无地面支撑基础条件、近似直立的岩石绝壁上建设钻探施工平台的施工方案。采用斜撑和锚拉结构受力体系,通过力学分析和计算,形成了一套较完整的施工工艺,对解决类似的工程施工平台难题具有一定的指导和参考价值。  相似文献   

基于Wigner双谱对角切片的谱分解技术在油气检测中的应用     

姜传金  陈树民  刘财  鹿琪  冯智慧 《吉林大学学报(地球科学版)》2013,43(3):1013-1021

谱分解技术作为一种解释性处理技术得到了地质、地球物理工作者的广泛关注,如何有效地利用其分频显示功能进行油气检测也成为人们关注的一个焦点。利用Wigner高阶谱具有高时频聚集性的特点,提出了一种基于改进核函数的Wigner双谱对角切片的谱分解技术。即在分析指数型核函数与锥形核函数优缺点的基础上,给出了改进的新核函数,进而采用模糊域核函数滤波法抑制Wigner双谱对角切片的交叉项,并解决了Wigner双谱对角切片的模糊函数中心点校正问题。通过对新的核函数交叉项抑制能力的数值模拟,验证新的核函数对时延轴上的交叉项也能抑制。最后对实际地震数据进行了分频处理,在20 Hz低频剖面内的油气有利区表现为强能量显示,与井的钻遇结果一致。  相似文献   

基于GRACE资料研究南极冰盖消减对海平面的影响   总被引：15，自引：10，他引：5       下载免费PDF全文

鄂栋臣  杨元德  晁定波 《地球物理学报》2009,52(9):2222-2228

利用5年的GRACE重力数据,计算了南极1°×1°等效水量时间序列,得到每个格网的趋势项,结果表明在西南极Amundsen区域有明显的负增长,超过-80 mm/a,南极半岛存在着负增长,东南极Enderby Land地区质量增长;计算得到2002年7月到2007年9月南极、东南极和西南极冰盖的等效体积变化分别为-78±37 km³/a,-3±46 km³/a和-75±50 km³/a,对应海平面变化的贡献为0.21±0.1 mm/a,0.008±0.127 mm/a和0.2±0.14 mm/a.该结果与国际最新研究结果一致.同时发现冰后回弹是影响利用GRACE研究南极冰盖质量变化的关键因素.  相似文献   

Shaking table tests of steel frame with superelastic Cu–Al–Mn SMA tension braces          下载免费PDF全文

Yoshikazu Araki  Kshitij C. Shrestha  Nao Maekawa  Yuji Koetaka  Toshihiro Omori  Ryosuke Kainuma 《地震工程与结构动力学》2016,45(2):297-314

Shaking table tests are performed on a one‐bay one‐story steel frame with superelastic Cu–Al–Mn shape memory alloy (SMA) tension braces. The frame is subjected to a series of scaled ground motions recorded during the 1995 Kobe earthquake, Japan. The test results demonstrate that the SMA braces are effective to prevent residual deformations and pinching. It is also shown that the time history responses observed from the shaking table tests agree well with the numerical predictions using a rate‐independent piecewise‐linear constitutive model calibrated to the quasi‐static component tests of the SMA braces. This suggests that the loading rate dependence of Cu–Al–Mn SMAs as well as the modeling error due to the piecewise linear approximation can be neglected in capturing the global response of the steel frame. Numerical simulations under a suite of near‐fault ground motion records are further performed using the calibrated analytical models to demonstrate the effectiveness of the SMA braces when the variability of near‐fault ground motions is taken into account. A stopper, or a deformation restraining device, is also proposed to prevent premature fracture of SMA bars in unexpectedly large ground motions while keeping the self‐centering capability in moderate to large ground motions. The effectiveness of the stopper is also demonstrated in the quasi‐static component and shaking table tests. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Development of deformable connection for earthquake‐resistant buildings to reduce floor accelerations and force responses          下载免费PDF全文

Georgios Tsampras  Richard Sause  Dichuan Zhang  Robert B. Fleischman  Jose I. Restrepo  David Mar  Joseph Maffei 《地震工程与结构动力学》2016,45(9):1473-1494

This paper presents the development of a deformable connection that is used to connect each floor system of the flexible gravity load resisting system (GLRS) with the stiff lateral force resisting system (LFRS) of an earthquake‐resistant building. It is shown that the deformable connection acts as a seismic response modification device, which limits the lateral forces transferred from each floor to the LFRS and allows relative motion between the GLRS and LFRS. In addition, the floor accelerations and the LFRS story shears related to the higher‐mode responses are reduced. The dispersion of peak responses is also significantly reduced. Numerical simulations of the earthquake response of a 12‐story reinforced concrete shear wall example building with deformable connections are used to define an approximate feasible design space for the deformable connection. The responses of the example building model with deformable connections and the example building model with rigid‐elastic connections are compared. Two configurations of the deformable connection are studied. In one configuration, a buckling restrained brace is used as the limited‐strength load‐carrying hysteretic component of the deformable connection, and in the other configuration, a friction device is used. Low damping laminated rubber bearings are used in both configurations to ensure the out‐of‐plane stability of the LFRS and to provide post‐elastic stiffness to the deformable connection. Important experimental results from full‐scale tests of the deformable connections are presented and used to calibrate numerical models of the connections. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Dynamic responses of structure–soil–structure systems with an extension of the equivalent linear soil modeling     

《Soil Dynamics and Earthquake Engineering》2016

A three-dimensional problem of cross interaction of adjacent structures through the underlying soil under seismic ground motion is investigated. The story shears and lateral relative displacements (drifts) are the targets of the computations. These are calculated using a detailed modeling of soil, the foundations and the two adjacent structures. An equivalent linear behavior is assumed for the soil by introducing reduced mechanical properties consistent with the level of ground shaking for the free-field soil. Then a distinctive soil zone (the near-field soil) is recognized in the vicinity of the foundations where the peak shear strain under the combined effect of a severe earthquake and the presence of structures is much larger than the strain threshold up to which the soil can be modeled as an equivalent linear medium. It is shown that it is still possible to use an equivalent linear behavior for the near-field soil if its shear modulus is further reduced with a factor depending on the dynamic properties of the adjacent structures, the near-field soil, and the design earthquake. Variations of the dynamic responses of different adjacent structures with their clear distances are also discussed.  相似文献   

Influence of fines content on the undrained cyclic shear strength of sand–clay mixtures     

《Soil Dynamics and Earthquake Engineering》2016

A series of undrained cyclic triaxial tests were performed on sand–clay mixtures with various sand–clay mixing ratios. Prior to the primary tests, the threshold fines content was examined by consistency tests, which was found to be approximately 20%. For sand–clay mixtures with a sand-matrix (fines content less than the threshold fines content), the cyclic shear strength of low-density mixtures increases and that of high-density mixtures decreases with increasing fines content. However, for sand–clay mixtures with a fines-matrix (fines content greater than the threshold fines content), there exists a unique correlation between the cyclic shear strength and global void ratio for different fines content. The equivalent granular void ratio is introduced in this paper to account for the contribution ratio of the fines to soil skeleton. As a result, a unique relationship between cyclic shear strength and equivalent granular void ratio was observed for pure sand and sand–clay mixtures with a sand-matrix.  相似文献   

Seismic assessment of damaged piloti‐type RC building subjected to successive earthquakes          下载免费PDF全文

Jiuk Shin  JunHee Kim  Kihak Lee 《地震工程与结构动力学》2014,43(11):1603-1619

Building structures damaged by a seismic event may be exposed to the risk of aftershocks or another event within a certain period. In this paper, the seismic assessment of damaged piloti‐type RC buildings was carried out to evaluate probabilistic retrofitting effects under successive earthquakes. First, a framework to evaluate the effectiveness of retrofitting was proposed, and then the proposed methodology was demonstrated with a structure retrofitted with buckling‐restrained braces (BRBs). For consideration of realistic successive earthquakes, past records measured at the same station were combined. Within the framework, a series of nonlinear time history analyses were performed for an as‐is model subjected to single earthquake, a damaged model subjected to successive earthquakes, and a damaged model retrofitted with BRBs subjected to successive earthquakes. In addition, fragility analysis was systematically applied in the framework for evaluation of effectiveness of the retrofitting strategy. The proposed framework was capable of quantifying the influence of successive earthquakes and evaluating the effectiveness of BRB retrofitting by considering the severity of the first earthquake damage and the hysteresis behavior of the retrofit element. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

利用GRACE重力卫星观测数据反演全球时变地球重力场模型   总被引：8，自引：6，他引：2       下载免费PDF全文

冉将军  许厚泽  钟敏  冯伟  沈云中  张兴福  易维勇 《地球物理学报》2014,57(4):1032-1040

本文基于短弧长法开发了一套由低轨卫星数据解算重力场的系统ANGELS（ANalyst of Gravity Estimation with Low-orbit Satellites）,成功用GRACE Level1B数据解算出全球时变重力场模型（第一版IGG-CAS系列模型）,并与国际三大知名重力卫星相关研究机构：美国德克萨斯大学空间中心CSR （Center for Space Research）、德国GFZ地学研究中心（GeoForschungsZentrum）和美国宇航局JPL喷气推进实验室（Jet Propulsion Laboratory）发布的全球时变重力场模型（RL05模型）进行了详细的比较分析.通过每阶大地水准面差距的对比结果表明,IGG-CAS模型的精度接近RL05模型的精度.对以上四家机构在2004-2010年的时变重力场模型经过相同的去条带和高斯滤波处理,可以发现四家GRACE反演陆地水时变信号的空间分布十分接近,在长江流域反演的陆地水时变信号,两两之间的相关系数均大于0.8.通过反演撒哈拉沙漠干旱地区的时变信号来评估反演的精度水平,IGG-CAS、CSR-RL05、GFZ-RL05和JPL-RL05反演结果的均方差分别为1.5 cm、1.1 cm、1.1 cm和1.2 cm等效水柱高.综合表明IGG-CAS时变重力场反演模型的精度接近于目前国外主要机构最新公布的时变重力场模型.  相似文献   

新型框架结构弹塑性地震反应的等效线性化方法研究     

邢朋涛  梁兴文 《震灾防御技术》2014,9(4):790-800

等效线性化方法是计算结构弹塑性地震反应的实用方法.通过对几种等效线性化方法的比较分析,提出了基于FEMA440 （2005）计算等效刚度和等效阻尼比的等效线性化方法;分别采用静力弹塑性分析方法和等效线性化方法,分析了局部使用高性能纤维增强混凝土新型框架结构的弹塑性地震反应.结果表明,两种方法所得结构的地震反应均比较接近.因此,本文建议的等效线性化方法能够较好地预测新型框架结构的弹塑性地震反应.  相似文献