地震激励作用下锚固系统研究现状

地震激励作用下,柔性的锚杆支护体系与刚性的滑体合而为一,刚柔并济,协调系统位移与应力,主动抗震抗滑。基于以上优势,锚固边坡在高烈度地区广泛应用,其动力稳定性也成为近年来岩土工程领域研究的热点。通过分析锚固边坡的浅表动力效应、锚固体的动力响应、锚固体的破坏模式、锚固体的抗震机理及设计方法等4个方面发现,浅表动力效应研究和锚固体的动力响应分析研究成果相对较多、较成熟,但大都局限于位移、加速度、应力等单因素的分析,并没有具体到整个系统的动力响应过程;指出今后的研究方向更应趋向于整个锚固系统的动力响应过程、抗震机理及抗震设计理论,才能更好地为工程服务。     

输电塔-线体系抗震研究综述

输电线路肩负着输送与分配电力能源的重任,是重要的生命线工程,其可靠性直接影响国民生活与经济发展。近些年数据统计表明:在地震灾害作用下输电塔损坏甚至倒塌时有发生。从理论分析、数值模拟和试验研究三个方面系统介绍了现阶段国内外输电塔-线体系抗震研究的最新进展,总结了现阶段输电塔-线体系抗震研究的成果与不足,并对输电塔-线体系抗震需要进一步研究的问题进行了展望。     

装配式剪力墙竖向钢筋套筒注浆连接试验研究

通过高应力反复拉压试验,研究了18个钢筋套筒注浆连接试件的破坏形态和套筒的应变,并对钢筋套筒注浆连接试件的屈服强度、极限强度和钢筋接头的等级进行了分析。结果表明:连接试件发生钢筋拉断和粘结破坏2种破坏形态,其屈服强度和极限强度均与钢筋母材强度相接近,另外钢筋连接采用套筒注浆的方式施工便捷和合理可靠,并通过对试验数据分析,给出了直径为12mm和14mm的HRB400钢筋采用此套筒注浆方式连接时套筒参数的建议值,为钢筋套筒注浆连接在装配式剪力墙中的设计和应用研究提供了一定的参考借鉴。     

对我国防震减灾法律体系的分析思考

我国是世界上地震灾害最为严重的国家之一。50余年的防震减灾工作实践表明,健全防震减灾法律体系对于提升我国地震灾害防御能力具有十分重要的作用。采用文献查阅、对比分析等方法,在全面梳理我国防震减灾法律体系现状的基础上,总结分析了存在的4个方面问题,并借鉴日本和美国的先进经验,提出了出台《自然灾害防治法》、修订《突发事件应对法》,适时修订防震减灾有关法律法规,进一步明确防震减灾职权主体的法定职责任务,完善地方防震减灾法律体系等对策建议。     

Introduction to Volume 323 (6) – Proceedings of the Special Colloquium “European Astronomy in the 20th Century” at the Joint European and National Astronomical Meeting (JENAM) for 2001

This issue of AN contains the proceedings of the Special Colloquium “European Astronomy in the 20th Century”, which formed part of the JENAM (2001) conference in Munich, Germany. Subjects covered are the history of γ‐ray and radio astronomy, extragalactic research and compact objects, new media, southern observatories and ESO, as well as some archaeoastronomical questions. Some biographic sketches of individual European astronomers are also given.     

TEXTUAL RESEARCH OF 1568 M7 GAOLING EARTHQUAKE IN SHAANXI AND ANALYSIS OF ITS SEISMOGENIC STRUCTURE

Study of historical earthquake is one of the important methods to understand the seismic activities and analyze the seismogenic faults. On the May 25^th, 1568 AD, a destructive earthquake occurred to the northeast of the present-day city of Xi'an, Shaanxi Province. Because this earthquake happened shortly after the 1556 M8 earthquake and was regarded as an aftershock, it has received little attention in previous studies. Previous earthquake catalogue agreed in assigning a magnitude 6 3/4 to this earthquake but had different epicentral locations and seismic intensity, and the seismogenic structure remains ambiguous. Based on textual research of historical earthquake and field investigation, the Jingyang County, Gaoling County, and Xianning County, were the worst hit area by the earthquake, and the areas, including Yongle Town, Gaozhuang Town at southeastern Jingyang County to Gaoling County and its southeastern present-day Jijia and Zhangbu, should be the mesoseismal area of this earthquake. The epicenter intensity of this earthquake is Ⅸ⁺(9~10 degrees), and the magnitude is estimated to be 7. The isoseismal lines were drawn to exhibit the various intensities of the areas damaged during the event, with its major axis directed NWW. Intensities reached Ⅸ⁺ in the zone extending west-northwest parallel to the Weinan-Jingyang Fault. This fault, characterized by a normal fault that developed during the Cenozoic extensional history of the Weihe Basin, dipping to the north at an angle of 60°~80°, is one part of the southern boundary faults in Weihe graben. There are geomorphological and geological evidences of recent activity of the fault during (180±30)a BP to (1 600±30)a BP. At T₁-T₂ fluvial terraces on the north bank of Weihe River, the scarps were faulted during Ming Dynasty, and sandy soil liquefaction, dense structural tensional fissures and faulted strata are noted in stratigraphic profiles and trenches. Thus, we suggest that this fault can reliably be regarded as being active during Holocene, and re-name the earthquake as the Shaanxi Gaoling earthquake.     

农居结构隔震技术研究现状

从地基隔震、基础隔震和混合隔震三类隔震技术3个方面分别阐述了农居结构隔震技术的国内外研究现状。重点介绍了常用的摩擦滑移隔震技术以及隔震滑移位移问题;针对农居工程建设的现状,提出了几个亟待解决或需进一步研究完善的问题。可为从事该研究和设计工作的相关人员提供一定的参考。     

Quo vadis,hydrology?

This is an invited essay by the Dooge Medallist of the 2017 International Hydrological Prize. The paper reflects a broad perspective on hydrology, as a result of the author’s long experience. It is suggested that transgressing the traditional hydrological perspective, by increasing the scale of research, as well as interdisciplinarization have been, and are likely to remain, key drivers of the development of hydrology. Gaps in knowledge and research challenges are reviewed, and the interlinked areas of stationarity, extremes and projections for the future are discussed. Finally, after reviewing the achievements of Jim Dooge, examples of others following in his footsteps are presented.     

湿地种子库及其植被恢复研究进展

近年来,受损湿地生态系统的植被恢复与重建掀起了湿地植被恢复的热潮.种子库是过去植物的"记忆库",是湿地植被自然恢复的重要潜力.本文从湿地种子库的形成、湿地种子库的规模及空间分布格局、湿地种子库的物种组成及种子库与地表植被的关系等几个方面总结了湿地种子库主要研究内容的国内外研究进展,并重点介绍了湿地种子库在湿地植被恢复中的应用研究,尤其是湿地种子库幼苗萌发主要影响因素、湿地种子库种苗建群适宜生境及湿地种子库植被恢复潜力等内容的研究现状.在此基础上,对目前湿地种子库及植被恢复研究存在的问题以及将来可能的研究方向进行分析,以期对湿地种子库植被恢复理论及实践技术的发展提供参考.     

四川兴文5.7级地震烈度评定及结构震害简析

四川兴文5.7级地震共致宜宾市兴文县、珙县和长宁县3个县22个乡镇受灾,震区抗震设防烈度为Ⅵ度。震区主要建筑物结构类型为框架结构、砖混结构、砖木结构和土木结构,大多数房屋没有经过抗震设防加固,抗震性能一般。通过对震区3个县68个抽样点的调查,发现框架结构和设防砖混结构在此次地震中表现出了良好的抗震性能。同时对不同结构类型房屋的构造方式、分布情况和震害特点进行了分析,并针对不同的震害特征,为今后该地区的灾后恢复重建和防震减灾工作提出了对策建议。