“黑珍珠”波浪滑翔器研发综述

通过讲述"黑珍珠"波浪滑翔器的研发进程,总结了波浪滑翔器团队长达8年的发展经验。从国家科技计划全链条资助完成诸项开创式应用、波浪滑翔器型号化/产品化/国产化历程、团队多年发展壮大过程中的结构管理形式与知识产权布局等维度讲述了波浪滑翔器一类的高端海洋装备从由机理研究、关键技术攻关、样机研制、技术固化到工程化建设的发展规律。广大读者能够更多了解波浪滑翔器的当前进展、使用价值及在其海洋环境观测及海上安全保障探测中起到的重要作用。     

玄武岩晶洞中硅铁灰石的发现与研究

在云南昭通地区的峨眉山玄武岩晶洞中发现有一种黑色板状晶体,对其进行了一系列测试,证实为三斜晶系硅铁灰石。这是一种自然界极为罕见的钙铁单链硅酸盐矿物,在峨眉山玄武岩中是首次发现,可能是一种新的成因类型硅铁灰石。晶体测量显示它由8个平行双面组成,其中{100}、{001}单形晶面较发育,FeO*≈20%、且Fe2O3>>FeO、CaO≈20%、SiO2>52%,少量的MnO(2%~3%)。第一世代硅铁灰石呈结晶粗大的板状晶体,与柱状水晶连生;第二世代硅铁灰石呈细粒亮黑色板柱状,与双锥状透明水晶连生。研究认为硅铁灰石是在低温弱氧化偏碱性的环境条件下形成,成矿溶液为富钙铁的高过饱和二氧化硅溶液,主要来自于玄武岩中斜长石、辉石、橄榄石、镜铁矿等矿物的后期构造应力退变质作用下形成的含钙、铁二氧化硅溶液。     

薄弱层设置耗能阻尼器支撑的钢框架模型振动台试验

设计制作了一个五层钢框架模型,在其第一层、第三层和第五层薄弱层分别设置摩擦阻尼器、粘弹性阻尼器和粘弹性-摩擦阻尼器等三种耗能阻尼器支撑,进行了罕遇地震和多遇地震下的振动台试验。试验结果表明,耗能阻尼器支撑能够有效地控制结构的地震反应。     

渤中西洼新近系“隆-断”联合控藏作用定量评价

针对渤中西洼曹妃甸12区新近系油气差异富集的特征,深入分析古隆起和断裂对油气成藏的控制作用。研究认为,古隆起决定油气优势汇聚部位;东营组盖层有效断接厚度影响油气富集层位;成藏期断裂活动速率控制油气富集程度。利用模糊数学方法对古隆起和断裂在新近系油气成藏中的控制作用进行定量评价,结果表明：当综合成藏指数Y≤0.3时,探明储量丰度＜200×104 t·km−2,为油气低丰度区;当0.3＜Y＜0.8时,探明储量丰度（200～350）×104 t·km−2,为油气中等富集区;当Y≥0.8时,探明储量丰度超过350×104 t·km−2,为油气富集区。定量评价方法应用于与曹妃甸12区具有相似构造背景的渤中8-A构造,与实钻结果吻合,在渤海类似地区具有较大的推广应用前景。     

糯性植物用于北京古北口明长城建筑粘合剂的淀粉粒证据

本文通过对北京古北口蟠龙山段明长城城墙砖缝间粘合剂样品的碘-淀粉实验和淀粉粒分析,发现长城粘合剂样品中残留有植物淀粉粒,碘-淀粉实验显红棕色,表明淀粉以支链淀粉为主,具糯性;镜下检测到的淀粉粒具十字消光特征,粒径大于l0μm,具有粟类淀粉粒的一些形态特征.进一步通过对现代小米的糊化过程实验和淀粉粒形态变化对比分析,表明长城粘合剂样品中观察到的淀粉粒与现代小米加热后糊化-半糊化的淀粉粒相似.本研究发现了长城粘合剂中粘性植物添加料的直接证据,与史料记载的一些古建筑所使用的“糯米灰浆”有相似之处,但添加植物显然不是糯米.本研究丰富了对古代粘性植物材料的认识,为了解我国明代长城的建筑工艺及文物保护提供了依据.     

Evaluation of blast effects on reinforced concrete buildings considering Operational Modal Analysis results

Seismic protection of buildings under risk can be achieved by increasing the knowledge about the behaviour of existing structures. Operational Modal Analysis is a powerful tool used for this purpose all over the world. It provides the dynamic characteristics of structures under operational conditions or some particular environmental issues such as blasts and earthquakes. The main objective of this study is to evaluate blast effects on a reinforced concrete (RC) building considering experimentally determined dynamic characteristics. The study consists of three phases: the measurement of vibration characteristics of blasting, the theoretical modal analysis of the inspected building, and experimental verification of dynamic characteristics using modal testing. The vibration characteristics of blasting are measured around the inspected building on hard soil using a geophone set. The initial analytical model of the building is constructed according to the in-situ investigation on building. The theoretical modal analysis results are verified by carrying out modal testing on the RC building. The Operational Modal Analysis method is used for the extraction of the dynamic characteristics of the building, and blast vibrations are taken into account as environmental vibrations. The effects of blasting on the reinforced concrete building are introduced by assessing the vibration of blasting with the dynamic characteristics of the building.     

集体建设用地流转信息发布与电子交易系统设计及应用

在深入研究重庆地票制度基础上,根据传统地票交易管理模式,设计了基于互联网的B/S构架系统,实现了交易信息推送发布、交易管理、态势分析和收益分配溯源等一系列功能,构建了土地流转网上交易平台,并依托课题项目在重庆城乡统筹示范区开展农村土地流转过程数字化监管技术集成及应用示范,替代纯文本、纯人工的工作管理环境,以一体化的数据管理方式为土地流转的管理和相关决策提供信息化手段与支持。     

A microgravity model for the city of İzmir (Western Anatolia) and its tectonic implementations

Western Anatolia has an extensional tectonic regime and the characteristics of the deformation in the continental crust observed in Aegean Region have a very complex structure. In our study area, the ?zmir city, Turkey, which is located within this active region, the general geological setting is also rather complex. This first microgravity study in ?zmir and its surroundings is related to the determination of active fault zones. It was conducted in the south of ?zmir, with the aim to investigate this complex structure in detail through microgravity data collected from six profiles throughout the survey area. The variation in Bouguer values was profoundly investigated along Profile P1 in N-S direction that was delineated to intersect all the tectonic elements. For this reason, Profile P1 was modeled in this study as 2D. As a result, the created gravity model was investigated together with geology, earthquake focal depths, and isostasy.