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The influence of with or without longitudinal joint, with or without initial opening, with or without filling in the joints and different friction factor in the joint face and so on are studied on the seismic response of Fengman Dam. Thus the conclusions for gravity dams with longitudinal joints is drawn.

对于丰满重力坝,本文考虑了有、无纵缝,纵缝有、无宽度,纵缝有、无填充物及缝面的不同摩擦系数等情况,进行了静动组合的地震反应分析,对存在纵缝的重力坝的抗震特性得出了一系列规律性的认识。

Two hysteretic models suitable for damaged and undamaged fiber-reinforced prestressed wide-beam frames were proposed sequentially. The hysteretic models consisted of a skeleton curves which based on the concept of three stage polygonal line with soften region and some hysteretic rules.

在上述研究的基础上,分析了无损伤和地震损伤的钢纤维预应力扁梁框架滞回曲线的主要特征,进而分别提出了适合于无损伤和地震损伤的钢纤维无粘结预应力扁梁框架结构的恢复力模型。

Under the condition that when rate obeys binomial distributing, bonds pricing theory and revenue rate of non-risk bond of China, the author computes the catastrophe bond launching price and various-rate price.

并在利率服从二项分布的假设条件下,根据债券定价原理,利用地震损失分布与我国无风险债券的收益率,推导计算出了地震巨灾债券的发行价格与不同利率途径下地震债券的时点价格。

Curie point isotherm is the temperature isotherm where ferromagnetic minerals in the rocks change from ferromagnetism into paramagnetism because the temperature increases to the Curie point. Below this isotherm, the rocks are thought to be almost non-magnetism because their temperature is higher than the Curie point. Sino-US two-ship expanding spread profiles eastern transect in 1985 and Sino-Japan Ocean Bottom Seismography profile in 1993 (OBS93) crossed the major structural belts and basins in the northeastern South China Sea.

居里面是岩石中铁磁性矿物因温度升高达到居里点而由铁磁性变为顺磁性时的温度界面,在这个面以下的岩石由于温度超过居里点而被认为几乎无磁性。1985年中美双船地震扩展排列东剖面和1993年中日合作海底地震仪剖面(OBS93)均穿越南海东北部各主要构造带和盆地,获得了完整的地震及重、磁资料。

Based on structures with a typical configuration but different stories as well as 80 suitable seismic records, the statistical amplifying factors for estimating the elastoplastic displacements of braced and unbraced steel building frames subjected to severe earthquakes have been obtained through a great number of numerical calculations.

本文在合理地选取丰富的地震记录及典型的结构形式的基础上,通过大量计算,统计得出了有支撑和无支撑钢框架结构在罕遇地震下弹塑性位移增大系数,以此提出了抗震设计时进行罕遇地震下多高层建筑钢结构弹塑性位移验算时的实用计算数表。

Finding a way of quick and object oriented wavefield extrapolation is significant not only for deep seismic exploration but also for imaging with supertremendous seismic data acquired from noncombination receivers, both highly needed to develop in petroleum prospecting.

快速进行目标区波场延拓对石油勘探中急需发展的深部地震勘探和无组合海量地震数据的成像有重要意义。

At least, three types of earthquake related fault rocks including pseudotachylyte formed by typical fast fault movement, no orientated ultra-cataclasite or sinter breccias may formed by weak earthquake faulting, and stockwork microbreccias formed by autochthonous powerful shock at the source are discovered, in which some of the original sources parameters are remained.

至少区分出三种地震断层产物和两种震源破裂方式:典型快速地震断层形成的假玄武玻璃;或许与弱震有关的无组构超碎裂岩或熔结角砾岩,以及强烈原地震动成因的网脉状微角砾岩。

Results 22 patients routine use prophylactic antibiotics of emergency operation,the recovery time of degree of postoperative temperature and white blood cell count are normal,without postoperative infection.1 case recovery were after suturation vagina stump with silk.

结果 22例患者中,11例开腹手术在特定相对清洁环境进行手术,11例在地震棚内顺产患者均行会阴侧切。22例患者在常规使用抗生素情况下,其术后体温、血象均在正常范围,无一例出现感染征象;1例阴道残端用丝线缝合的患者术后随访残端愈合良好。

Since development of volcanic layers and volcanic mounds in basement in Tazhong area, using seismic exploration is usually difficult to acquire better seismic data in the interior of vocatine and below(mainly caused by shield of volcanic layer), but using MT exploration may not produce such problem, because the electromagnetic wave does not suffered from the shield of higher resistance layer; especially the volcanite has the feature of higher magnetic susceptibility and impedance, which provides excellent c...

由于塔中地区的火山岩层及基底火山岩丘发育,采用地震勘探方法通常难以在火山岩内部及其以下获得比较好的地震资料(主要是火山岩层的屏蔽作用),而利用MT勘探则无此问题,因为电磁波不受高阻地层屏蔽,尤其是火山岩具有高磁化率和高电阻率的特征,从而为在该区应用大地电磁和磁力方法识别火山岩薄层及基底火山岩丘提供了得天独厚的条件。

Design of a high-rise business-living building with double-tower structure with enlarged base ;2. Dynamic response analysis of an asymmetric two-tower tall storeyed building with enlarged base ;3. Based on the mode analysis and time-history analysis of two examples,the vibration characteristics of the connected twin-tower structures with enlarged base in vertical earthquake excitation was discussed in this paper,and the calculating results of the structures with or without connecter,both with enlarged base are compared.

采用平面杆系模型并用静力凝聚法消除结构耦联的水平自由度和转角自由度,结合两个算例的竖向振动模态分析和时程响应分析,探讨了大底盘双塔楼连体结构在竖向地震作用下的振动特性,对比了大底盘双塔楼结构有无连体结构形式的计算结果,得出了这种结构形式在竖向地震作用下的一些特性和具有参考价值的结论。

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