论地壳构造运动

地壳构造运动的基本问题,是探讨它的动力原因和运动方式。本文将整个地球看成是由本体(指不包括表面液态水的地球主体部分)及水体(指大洋液态水)两个独立的组成部分相结合构成的。整个地球(包括本体及水体在内)具有总质心。而本体及水体两部分都分别具有各自的质心,本文中称它们为“次级质心”。根据空间质点系质心原有的运动状态不能随意改变的原理,我们提出一种看法,认为地球总质心的原有运动状态是不能任意改变的,而地壳构造运动的基本动力是由地球本体及大洋水体两部分的次级质心复位运动所产生的,并因此而决定了地壳的运动方式。这一看法不一定成熟,它能否更合理地解释地壳构造运动的复杂现象问题,现提出来供大家讨论。     

莱州湾地区10万年以来沉积环境变化

本文用热释光测年和地球化学标志法研究了莱州湾地区沉积环境的变化。石英的375℃热释光峰作为测年基础。岩芯样品的测定结果、反映了自全新世(1.2万年)至晚更新世(11万年)地层的年代特点。实验中来用了Sr/Ba、Rb、Mn/Fe和CaO作为地球化学标志,所得数据经Sheppard方程和Fisher判别处理。在得到的沉积环境变化曲线和大洋δ~(18)O曲线对比中可以看出,本区在十万年以来出现过三次海陆相地层变化序列,其中在距今11—7万年和深度为43.5—60m处,在距今4.6—2.1万年和深度为23—35m处,以及在距今1.1—0.6万年和深度为8—11m处出现过三次海相地层,分别与沧州、献县和黄骅海侵事件相应,并同时受到全球气候变化的控制。     

The Coastal Zone Loess of the Liaodong Peninsula, Liaoning Province

This Paper discusses the origin of the Coastal Zone Loess on the Liaodong Peninsula, Liaoning Province.The loess is composed mainly of proximal materials transported by low-altitude air flow and less commonly ofinland distal materials carried by high-altitude air flow. The main provenance is the Liaodong Bay. When thesea level declined during glacial period, the bottoms of the Liaodong Bay and Bohai Sea emerged, wheredesertization occurred. As a result, submarine sediments were transported by strong northwesterly winds to theeastern coastal zone of the peninsula and deposited there. These materials mixed with the windblown dust car-ried by atmospheric circulation from the interior of the continent, forming the loess.     

冲绳海槽宫古段中央地堑的形态与分布

采用中国科学院海洋研究所“科学1号”调查船及国家海洋局“向阳红9号”调查船最近几年在冲绳海槽宫古段进行海底地形及反射地震调查所取得的数据,首次详细展示了冲绳海槽宫古段南北长约200km区域内中央地堑的形态及空间展布特征。本文给出的成果大大加深了关于冲绳海槽中央地堑各种变化的认识。指出,按照形态,中央地堑分为U型、V型和半地堑三种。其中大部分中央地堑为U型地堑。地堑的深度40～250m,宽度6～14km,长度17～33km。冲绳海槽宫古段的最大水深为2244.4m,位于中央地堑城阳段北端底部靠东的一侧(125°19.3′E,25°49.8′N)。本研究区的中央地堑可分为断续的9段,从东北向西南大致呈右旋雁行排列。但黄岛段相对于崂山段,城阳段相对于莱西段,李仓段相对于城阳段又稍微向西偏出,呈现为左旋雁行排列。地堑的走向一般为N60°E左右,相对于冲绳海槽的走向更偏向于东西方向,偏角在15°左右。各段中央地堑是被NW向断裂错开的。这些断裂在海底表现为明显的海底断崖地貌和陡沟地貌,在地震剖面上表现为明显的地层错位,其错位的幅度往往老地层比新地层要大。根据地震剖面分析,这些NW向的断裂应该是走滑性质的。本文展示的中央地堑在形态上和空间展布形式上都和扩张洋脊类似。莱西段和城阳段中央地堑之间重叠地堑,在形式上也类似于扩张洋脊的重叠扩张中心。从地堑深度较浅并发育重叠地堑来分析,冲绳海槽的扩张速率应当介于慢速扩张和中速扩张之间。本研究区莱西段、即墨段和平度段海底地形相对较高,中央地堑深度变浅,并发育重叠中央地堑,应该相当于快速扩张大洋中脊的轴高,可能是正在孕育岩浆活动的位置。目前我们所观测到的中央地堑的错断和有规律的排列说明海槽的主体演化过程已经在拉张盆地和断陷盆地的基础上上升到一个更高的阶段。本文根据中央地堑的展布形式、重叠中央地堑,及其两侧中央地堑中的海底山推测此区域海底扩张可能正在进行。     

Complementary Notes on a ‘Well-known’ Marine Heterotrichous Ciliate, Folliculinopsis producta (Wright, 1859) Frauré-Fremiet, 1936 (Protozoa, Ciliophora)

1　Introduction　Folliculina likeciliatesarecommonlyfoundinlit toralzonesandareeasilyrecognizedbytheirlargesi zesandspecialstructures (i.e.vase shapedloricaandperistomiallobe) .Tillnow ,dozensofspecieshavebeenreportedworldwide (Kahl,1 932 ;Faur啨Fremiet,1…     

Comparative Analysis of Seismic Response Characteristics of Pile-Soil-Stnicture Interaction System

The study on the earthquake-resistant performance of a pile-soil-structure interaction system is a relatively complicated and primarily important issue in civil engineering practice. In this paper, a computational model and computation procedures for pile-supported structures, which can duly consider the pile-soil interaction effect, are established by the finite element method. Numerical implementation is made in the time domain. A simplified approximation for the seismic response analysis of pile-soil-structure systems is briefly presented. Then a comparative study is performed for an engineering example with numerical results computed respectively by the finite element method and the simplified method. Through comparative analysis, it is shown that the results obtained by the simplified method well agree with those achieved by the finite element method. The numerical results and findings will offer instructive guidelines for earthquake-resistant analysis and design of pile-supported structures.     

Study on topographic compensation model of the Okinawa Trough I. Calculation of theoretical isostatic response function

INTRODUCTIONTo study the compensation model of sea topography and isostatic states by using toPOgraphicand gravity data, is an imPOrtant mean for further researching deep structures as elastic structure,stress state of lithosphere, and so on. Since Airy and Pratt proPOsed local isostatic model in the1850' s, greater development on the theoretical study has been attained. Veining Meinesz (1941 )introduced regional compensation mechanism by considering it as floating crust in elastic fie…     

Multiple-Step Predictive Control for Offshore Structures

—Ocean wave propagation is slow,visible and measurable,so a wave theory can be used to approxi-mately predict the imminnent wave force on an offshore structure based on measured,real-time wave elevation nearthe structure.This predictability suggests the development of a more efficient algorithm,than those that have beendeveloped for structures under wind and seismic loads,for the active vibration control of offshore structures.Thepresent study delveops a mutiple-step predictive optimal control(MPOC)algorithm that accounts for multiple-step external loading in the determibation of optimal control forces.The control efficiency of the newly developedMPOC algorithm has been investigated under both regular(single-frequency)and irregular(multiple-frequency)wave loads,and compared with that of two other well-known optimal control algorithms:classical linear optimalcontrol(CLOC)and instantaneou optimal control(IOC).     

The Optimal Design of TMD for Offshore Structures

This paper presents the optimal design procedure of Tuned Mass Damper(TMD)for re-ducing vibration of an actual steel jacket offshore platform excited by random wave loading.In this study,a frequency domain is taken.The force on the structure is determined by use of the linearized Morisonequation for an input Power Spectral Density(PSD)of wave elevation.The sensitivity of optimum valuesof TMD to characteristic parameters of random wave spectrum is analyzed.An optimized TMD designfor the modeled platform is given based on design conditions and the findings of the study.     

南海东北部海陆深地震联测与滨海断裂带两侧地壳结构分析

南海东北部首次成功实施海陆联合深地震探测,填补了海陆过渡带深地震探测的空白. 利用该次海陆联测地震数据,通过数据处理、震相分析、射线追踪、走时模拟等方法,获得了滨海断裂带附近的纵波地壳速度结构,探明了海陆联测剖面中滨海断裂带可能位置. 地壳速度结构为陆壳结构,地壳厚度由陆地向海区逐步变薄;在上地壳下部普遍存在一层速度为5.5～5.9km·s-1、厚度为2.5～4.0km的低速层,并向海区方向减薄,该区未发现明显的高速层. 滨海断裂带为一纵向低速带,位于南澳台东南35km处,对应于重、磁异常带,断裂带断至莫霍面,是华南陆区正常型陆壳与海区减薄型陆壳的分界地壳断裂.