汶川大地震汉源县城建筑物震害调查

汶川地震中,距离震中约200公里的汉源县出现了明显烈度异常现象,汉源县城建筑物震害表现尤为明显.为了解释这一现象,在汶川大地震第一阶段科学考察中,相关调查小组对汉源县城建筑物震害开展了相应的调查.调查结果表明,该处烈度异常现象确实存在,烈度异常与该处局部场地条件有一定的联系.     

内蒙古阿拉善地区阿拉善群(狭义)的形成时代

阿拉善群(狭义)主要分布于内蒙古雅布赖山、巴彦乌拉山、阿拉坦敖包一带,是一套陆源碎屑-碳酸盐建造,岩石组合为黑云片岩、石榴黑云片岩、含十字石二云片岩、石英岩和大理岩.对其中的石英岩中的碎屑锆石进行LA-MC-ICP-MS测年,得到的年龄谱范围为1206~3132 Ma,以1400~1800 Ma占主体,峰值为1737 Ma,表明该样品中的碎屑锆石主要来源于中元古代早期形成的岩石,最小谐和年龄为1206 Ma,暗示阿拉善群石英岩的形成时代应小于1206 Ma.同时,测定出与阿拉善群呈侵入接触关系产出的眼球状黑云母二长花岗片麻岩的锆石U-Pb年龄为893 Ma.综上考虑,笔者认为阿拉腾敖包一带的阿拉善群应形成于1206~893 Ma之间,属中元古代晚期-新元古代早期的沉积建造.     

裂隙岩体非稳态渗流场与损伤场耦合分析模型

本文从流体扩散能量迭加原理,建立了裂隙岩体介质的渗流张量解析表达式,综合应用断裂力学与损伤理论,探讨了复杂应力状态下裂隙岩体的本构关系以及压裂裂纹的起裂准则,建立了裂隙岩体在压剪,拉剪应力状态下损伤演化方程,提出了渗透张量随裂隙损伤发展的关系以及裂隙岩体非稳态渗流场与与损伤场耦合模型。     

Early Jurassic basal sauropodomorpha dominated tracks from Guizhou,China: Morphology,ethology, and paleoenvironment

The newly discovered large(350 m^2) Yantan dinosaur tracksite, in the Lower Jurassic Ziliujing Formation of Guizhou Province, China, reveals at least 250 footprints of which ~97 can be resolved into trackways of sauropodomorphs. All the trackways are sub parallel likely indicating gregarious behavior. One theropod track(cf. Grallator) was recorded. The sauropodomorph tracks predominantly represent quadrupedal progression(Morphotype A), and footprint morphology is similar to the ichnospecies Liujianpusshunan, characterized by outward pes rotation. Three trackways indicate bipedal progression, and two of these(Morphotype B) indicate inward pes rotation, accompanied by elongate pes digit scratch marks. For the latter phenomenon three possible scenarios are discussed:(1) significant rotation changes accompanying changes in gait,(2) swimming behavior,(3) formation of undertracks.Sedimentological evidence indicates the tracks were made on a linguloid rippled, muddy, immature sandstone substrate characterized by significant differences in substrate consistency across the trackbearing surface. Microbially induced sedimentary structures(MISS) characterized by distinctive wrinkle marks indicate a stressed, probably semi-arid, paleoenvironment that was not conducive to habitation by invertebrate organisms. This is consistent with other evidence that Lower Jurassic sauropodomorph tracks are often associated with semi-arid paleoenvironments.     

鹤岗盆地晚侏罗世石头河子组沉积环境及幕式聚煤作用

鹤岗盆地是一中-新生代内陆盆地，主要含煤地层上侏罗统石头河子组是一套非海相含煤地层，充填于盆地底部，自下而上可划分为三个岩性段，五个亚段和２６个含煤旋回。底部第一亚段沉积期以冲积扇、辫状河环境为主；第二亚段以河流环境为主；第三亚段以河流-三角洲-湖泊环境为主；第四亚段演化为河流环境；第五亚段则以河流、冲积扇环境为主。垂向上五个亚段对应于盆地的填平补齐-扩张-稳定沉降-差异沉降-收缩五个演化阶段。富煤带位于同沉积中心的侧翼，一般含砂率６０%～７０%的区域含煤性最好。含煤旋回受控于盆地周期性地快-慢沉降，聚煤作用发育于每期幕式沉降的缓慢稳定沉降阶段。厚-特厚煤层都与湖泊三角洲冲积平原大面积沼泽化有关。     

Structural modal parameter identification and damage diagnosis based on Hilbert-Huang transform

Traditional modal parameter identifi cation methods have many disadvantages,especially when used for processing nonlinear and non-stationary signals.In addition,they are usually not able to accurately identify the damping ratio and damage.In this study,methods based on the Hilbert-Huang transform(HHT) are investigated for structural modal parameter identifi cation and damage diagnosis.First,mirror extension and prediction via a radial basis function(RBF) neural network are used to restrain the troublesome end-effect issue in empirical mode decomposition(EMD),which is a crucial part of HHT.Then,the approaches based on HHT combined with other techniques,such as the random decrement technique(RDT),natural excitation technique(NExT) and stochastic subspace identifi cation(SSI),are proposed to identify modal parameters of structures.Furthermore,a damage diagnosis method based on the HHT is also proposed.Time-varying instantaneous frequency and instantaneous energy are used to identify the damage evolution of the structure.The relative amplitude of the Hilbert marginal spectrum is used to identify the damage location of the structure.Finally,acceleration records at gauge points from shaking table testing of a 12-story reinforced concrete frame model are taken to validate the proposed approaches.The results show that the proposed approaches based on HHT for modal parameter identifi cation and damage diagnosis are reliable and practical.     

基于耐震时程法的进水塔结构抗震性能分析

进水塔结构作为水电站的进水建筑物,其抗震性能对水电站的安全运行有重要意义.以沙牌水电站的高耸独立进水塔结构为研究对象,应用3条耐震时程曲线对其进行抗震性能分析与评估,并将计算结果与天然地震动下的增量动力分析结果进行比较,对比分析进水塔塔顶位移、基底剪力及地震损伤历程.实例研究表明:耐震时程法可以较好地分析结构的抗震响应...     

Field survey of the East Java earthquake and tsunami of June 3, 1994

A field survey of the June 3, 1994 East Java earthquake tsunami was conducted within three weeks, and the distributions of the seismic intensities, tsunami heights, and human and house damages were surveyed. The seismic intensities on the south coasts of Java and Bali Islands were small for an earthquake with magnitudeM 7.6. The earthquake caused no land damage. About 40 minutes after the main shock, a huge tsunami attacked the coasts, several villages in East Java Province were damaged severely, and 223 persons perished. At Pancer Village about 70 percent of the houses were swept away and 121 persons were killed by the tsunami. The relationship between tsunami heights and distances from the source shows that the Hatori's tsunami magnitude wasm=3, which seems to be larger for the earthquake magnitude. But we should not consider this an extraordinary event because it was pointed out byHatori (1994) that the magnitudes of tsunamis in the Indonesia-Philippine region generally exceed 1–2 grade larger than those of other regions.     

乌鲁木齐河源1号冰川不同时期雪层剖面及成冰带对比研究

对20世纪60年代、80年代和21世纪初天山乌鲁木齐河源1号冰川(以下简称1号冰川)雪层剖面特征、成冰带的对比分析研究,发现自20世纪60年代以来,1号冰川雪层剖面厚度明显减薄,结构变得简单,各层界限变得模糊.成冰带类型及其分布发生了明显变化,60年代存在于冷气候条件下的冷渗浸带,80年代被渗浸带所替代.21世纪初,1号冰川成冰带变化更为显著,尤其是东支,顶部已具有消融带特征.研究表明,20世纪80年代以来河源区气候变暖是导致上述变化的主要原因.     

台湾东部海域沉积物波特征及其成因探讨

利用地震剖面对沉积物波的分布、形态和内部结构进行了分析,结合区域地质背景对沉积物来源和成因进行了探讨。识别出的沉积物波域主要位于台东峡谷与陆坡其他峡谷的交汇区,单个波形的波长为0.8～7.2 km,波高为18～75 m左右,呈NE—SW向展布。台东峡谷弯曲段内侧向上坡迁移的沉积物波,其底界发育块体流沉积,内部可细分为下部过渡单元和上部波形单元。弯曲段外侧的沉积物波呈垂向加积的特征,底部无块体流沉积。基于沉积物波的几何形态,估算整个波域的流体厚度在196～356 m之间,流体速度在15～21 cm/s之间。沉积物波的形态特征、内部结构、分布规律以及数值计算表明这些沉积物波为浊流成因。台湾东部海域沉积物波域的发育与台湾西南部的沉积物波域一样,是台湾造山运动的沉积响应。距今3.5 Ma以来花东海脊的形成以及广燠火山岛—绿岛—兰屿火山岛间闸口的抬升和封闭使得沉积物经由卑南溪及海下水道向南输送到绿岛西侧的台东海槽残留弧前盆地时受阻,转而沿台东峡谷及陆坡冲沟体系向东输送入花东海盆。浊流沉积物沿着峡谷/沟谷体系向下坡方向输送的过程中,在峡谷/冲沟的嘴部等地形限制性降低的位置卸载,或在台东峡谷的高弯曲段漫溢出来,从而形成沉积物波域。