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21.
塔里木盆地塔河油田奥陶系生物扰动碳酸盐岩储集层非常发育,但利用常规测井数据识别生物扰动储集层发育段和准确预测孔隙度难度较大。本文在对研究区16口取芯井奥陶系岩芯上生物扰动区域扰动等级划分的基础上,通过岩性标定测井,优选常规测井参数,基于BP神经网络模型分别建立了适合研究区生物扰动碳酸盐岩储集层识别和孔隙度预测的模型,并对建立的模型进行了有效性检验。结果表明：① 选择自然电位、自然伽马、井径、深侧向电阻率、浅侧向电阻率、补偿中子和密度等常规测井数据作为生物扰动碳酸盐岩储集层识别模型输入层的参数值,生物扰动指数（Bioturbation Index, BI）作为输出结果;选取rprop、sigmoid symmetric和sigmoid stepwise函数分别作为训练函数、隐含层和输出层的激活函数,建立节点数为3、层数为3的神经网络识别模型,识别效果好,适用于研究区奥陶系生物扰动碳酸盐岩储集层的识别。② 选择自然电位、自然伽马、井径、声波、补偿中子和密度值等常规测井数据作为输入层的参数值,对应深度上岩芯柱塞孔隙度测试结果和利用孔隙度样品检验模型计算得出的孔隙度结果作为输出结果,选取incremental、gaussian和sigmoid分别作为训练函数、隐含层和输出层的激活函数,建立节点数为4,层数为3的生物扰动碳酸盐岩储集层孔隙度预测模型,预测效果良好,适用于研究区奥陶系生物扰动储集层孔隙度的预测。该研究对定量表征研究区生物扰动储层特性、储量估算、油藏描述和储层地质建模等具有重要的借鉴意义。 相似文献
22.
The steel reinforced concrete (SRC) wall consists of structural steel embedded at the boundary elements of a reinforced concrete (RC) wall. The use of SRC walls has gained popularity in the construction of high‐rise buildings because of their superior performance over conventional RC walls. This paper presents a series of quasi‐static tests used to examine the behavior of SRC walls subjected to high axial force and lateral cyclic loading. The SRC wall specimens showed increased flexural strength and deformation capacity relative to their RC wall counterpart. The flexural strength of SRC walls was found to increase with increasing area ratio of embedded structural steel, while the section type of embedded steel did not affect the wall's strength. The SRC walls under high axial force ratio had an ultimate lateral drift ratio of approximately 1.4%. In addition, a multi‐layer shell element model was developed for the SRC walls and was implemented in the OpenSees program. The numerical model was validated through comparison with the test data. The model was able to predict the lateral stiffness, strength and deformation capacities of SRC walls with a reasonable level of accuracy. Finally, a number of issues for the design of SRC walls are discussed, along with a collection and analysis of the test data, including (1) evaluation of flexural strength, (2) calculation of effective flexural stiffness, and (3) inelastic deformation capacity of SRC walls. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
23.
Static inelastic analysis of RC shear walls 总被引：1，自引：0，他引：1
A macro-model of a reinforced concrete (RC) shear wall is developed for static inelastic analysis. The model is composed of
RC column elements and RC membrane elements. The column elements are used to model the boundary zone and the membrane elements
are used to model the wall panel. Various types of constitutive relationships of concrete could be adopted for the two kinds
of elements. To perform analysis, the wall is divided into layers along its height. Two adjacent layers are connected with
a rigid beam. There are only three unknown displacement components for each layer. A method called single degree of freedom
compensation is adopted to solve the peak value of the capacity curve. The post-peak stage analysis is performed using a forced
iteration approach. The macro-model developed in the study and the complete process analysis methodology are verified by the
experimental and static inelastic analytical results of four RC shear wall specimens.
Supported by: National Natural Science Foundation of China, Grant number 59895410 相似文献
24.
Shaking table test and dynamic response prediction on an earthquake-damaged RC building 总被引：3，自引：0，他引：3
This paper presents the results from shaking table tests of a one-tenth-scale reinforced concrete (RC) building model. The test model is a protype of a building that was seriously damaged during the 1985 Mexico earthquake. The input ground excitation used during the test was from the records obtained near the site of the prototype building during the 1985 and 1995 Mexico earthquakes. The tests showed that the damage pattern of the test model agreed well with that of the prototype building. Analytical prediction of earthquake response has been conducted for the prototype building using a sophisticated 3-D frame model. The input motion used for the dynamic analysis was the shaking table test measurements with similarity transformation. The comparison of the analytical results and the shaking table test results indicates that the response of the RC building to minor and the moderate earthquakes can be predicated well. However, there is difference between the predication and the actual response to the major earthquake. 相似文献
25.
A slide roof system (SRS) is proposed to reduce the dynamic response of buildings to earthquake excitations. A SRS consists of a roof structure, springs and friction materials, providing mass, stiffness and damping, respectively. The method of optimization of stiffness and friction coefficient for the SRS is introduced. A numerical analysis of an eight‐story frame structure subjected to ground motions and shaking table tests of a five‐story frame was carried out to study the effectiveness of the SRS. The results show that the SRS can reduce the maximum dynamic response as much as 60–70% in the first resonate band and 35–50% in the second resonate band. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
26.
北京地区农村砖木结构振动台试验研究 总被引：2，自引：0，他引：2
为了了解北京地区典型砖木结构(木柱支撑,木屋盖,外砖墙)农村住宅结构的抗震能力,根据北京地区这类农村住宅结构的调研结果,本文介绍了一座典型砖木结构单层三开间农村住宅2/3缩尺振动台试验结构模型的设计与动力试验结果。按照北京地区8度抗震设防的要求,分别完成了模型在设计小震(0.072g)、中震(0.2g)和大震(0.4g)条件下的振动台动力试验,量测了模型的动力响应,记录了不同激励水平下模型的开裂情况。基于试验结果,分析了这种结构的抗震能力以及该类型房屋的抗震薄弱点,为制定这类结构的抗震加固方案提供依据。 相似文献
27.