基于冲沟右旋水平位错的安丘-莒县断裂地震特征位移分析

安丘-莒县断裂是郯庐断裂带晚第四纪以来活动特征明显的断裂段,曾发生70BC安丘7级地震,对该地震的同震位错量和该断裂的长期活动习性开展研究,有助于理解郯庐断裂带的构造活动.然而一直以来,安丘—莒县段的古地震研究结果并不理想,没有很好的同震位移量证据.文中利用高分辨率的无人机SfM摄影测量技术提取了大量冲沟的右旋水平位错...     

基于性能的抗震设计方法在剪力墙结构中的应用

本文对基于性能的抗震设计方法中最具有代表性的直接基于位移的设计方法在剪力墙结构中的应用进行了研究。采用结构非线性分析程序探讨了墙厚、混凝土强度等级、纵筋配筋率、钢筋级别、轴压比、墙长等因素对单肢剪力墙屈服位移的影响,从而对现有的屈服曲率计算公式进行了改进。另外将按顶点荷载作用下的屈服位移计算公式求出的屈服位移与实际倒三角形荷载作用下的剪力墙屈服位移进行了比较,,从而推导出倒三角形荷载作用下的屈服位移计算公式。     

Parametric study on performance of bridge retrofitted by unseating prevention devices

1 Introduction Structural retro?t techniques (Roberts, 2005), such as restrainers, concrete shear keys, steel jackets, CFRPshells, base isolators, or dampers have been widely studied and implemented in actual structures based on the experiences learned from past earthquakes. In the Chi-Chi earthquake (EERI, 2001), the damage to simply-supported PCI girder bridges provided a different view from which to examine the function of a rubber bearing system for simply- supported bridges (NCREE,…     

An evaluation of force-based design vs. direct displacement-based design of jointed precast post-tensioned wall systems

The unique features of jointed post-tensioned wall systems, which include minimum structural damage and re-centering capability when subjected to earthquake lateral loads, are the result of using unbonded post-tensioning to attach the walls to the foundation, along with employing energy dissipating shear connectors between the walls. Using acceptance criteria defined in terms of inter-story drift, residual drift, and floor acceleration, this study presents a multiplelevel performance-based seismic evaluation of two five-story unbonded post-tensioned jointed precast wall systems. The design and analysis of these two wall systems, established as the direct displacement-based and force-based solutions for a prototype building used in the PREcast Seismic Structural Systems （PRESSS） program, were performed at 60% scale so that the analysis model could be validated using the PRESSS test data. Both buildings satisfied the performance criteria at four levels of earthquake motions although the design base shear of the direct displacement-based jointed wall system was 50% of that demanded by the force-based design method. The study also investigated the feasibility of controlling the maximum transient inter-story drift in a jointed wall system by increasing the number of energy dissipating shear connectors between the walls but without significantly affecting its re-centering capability.     

新疆准噶尔—东天山地区产于韧性剪切带中的金矿床成矿流体与碳、硫、铅同位素

韧性剪切带型金矿床是新疆准噶尔-东天山地区重要金矿类型。本文以科克萨依、康古尔、红石金矿为典型矿床,研究它们的流体包裹体均一温度、爆裂温度、包裹体成分、包裹体水的来源等,并进行了硫、铅同位素及近矿围岩碳同位素、矿体石英包裹体中CO2、CH4气体的碳同位素分析。结果表明,硫、铅为深源,暗示了本区金成矿物质的地幔来源。部分碳为有机碳,反映了本区年轻碳质沉积地层中有机碳参与了金的迁移与成矿作用。综合研究表明,在本区特定的后碰撞地质背景下,在构造挤压与伸展作用中形成的韧性剪切带中的金矿床金成矿物质源于深源,成矿流体主要是变质水。岩浆作用、变质作用、碳质围岩地层有机碳参与成矿,变质流体与岩浆热液及天水等流体的不同程度的混合与叠加,形成本区特征的韧性剪切带型金矿床。     

白云鄂博矿床东矿段深部及白云向斜核部探矿的可行性探讨

白云鄂博东矿（铁矿石）已属于轻度危机矿山,解决白云鄂博东矿的资源接续问题已迫在眉睫。依据老地质资料和生产过程中的新发现,参考多位矿床成因研究专家的成果,笔者等认为在白云鄂博东矿体深部及白云向斜核部探矿是可行的。     

块、带、源观点与青藏高原北块边界大震

介绍了块、带、源观点的产生和不断完善的过程,以及最新的相关研究成果。根据块、带、源观点,将青藏高原巨块划分为南块和北块,并讨论了北块边界上大震的活动性。     

基于克里格法刻画砂岩型铀矿U、Ra和U-Ra平衡系数垂向分布规律——以二连盆地芒来铀矿床为例

砂岩型铀矿是绿色经济可采的重要能源矿种,目前是世界上重要的铀矿勘探类型之一。二连盆地芒来铀矿床、鄂尔多斯盆地纳岭沟铀矿床铀矿体多呈板状产出,板状铀矿体成因备受关注。为研究砂岩型铀矿内部U、Ra和铀镭平衡系数（Kp）分布的垂向分布规律,本文以二连盆地芒来铀矿床为例,采用具有网格精度高优点的克里格插值法研究U、Ra和Kp垂向分布规律,分别利用放射性样品分析数据和定量伽马测井五点式反褶积法反演U含量数据,通过克里格法精细刻画砂岩型矿体中U、Ra和Kp分布的垂向分布规律。研究发现,该矿床板状矿体内部具有卷状的特征,Kp分布形态可以用来判断含氧含铀水的运移方向以及氧化强弱。该方法对研究铀矿体形态、铀矿成矿规律和后续地浸开采具有重要意义。     

武汉某场地地下水动态变化及其数值模拟研究

根据2015-2019年五年内8口地下水位监测井连续监测资料,结合地下水补径排条件,分析武汉某场地承压含水层地下水水位的时空变化规律及影响因素;并建立场地地下水数值模型,对计划运行的工程降水进行预报.研究表明:(1)地下水水位呈逐年上升趋势,动态规律呈现周期性、同步性、空间差异等特点;(2)地下水动态变化受工程施工和水...