再生空心砌块砌体填充墙-钢管再生混凝土框架骨架曲线模型研究

为研究再生空心砌块砌体填充墙-钢管再生混凝土框架的骨架曲线模型,设计制作了2榀试件并对其进行低周反复加载试验,获取其滞回及骨架曲线。在此基础之上,对试件的骨架曲线模型进行相关的理论分析,建立了再生空心砌块砌体填充墙—钢管再生混凝土框架的四折线骨架曲线模型。研究表明:试件的滞回曲线呈现为饱满的梭形,表现出了良好的抗震耗能性能;通过相关理论分析建立的四折线骨架曲线模型与试验实测骨架曲线吻合良好,可为该类结构在地震作用下的弹塑性地震反应分析提供相关参考。     

Semiactive control of rigid blocks under earthquake excitation

This paper investigates the usefulness of a semiactive control to reduce the overturning vulnerability of a rigid block on a rigid plane under earthquake excitation. The proposed feedback law is used to set the stiffness of restraints placed at the 2 lower corners of the block. The performance of the semiactive control is numerically validated by subjecting the block to 100 recorded accelerograms. Specific simulations are performed to study the effect of different anchorage design parameters on the utility of the control. Finally, the robustness of the proposed control is addressed with respect to typical issues of the real‐world implementation.     

巴颜喀拉块体东北缘GPS应变率空间分布特征及其与2017年九寨沟MS7.0地震的关系

巴颜喀拉块体东北缘是构造变形和地震活动较强的区域, 2017年九寨沟M_S7.0地震就发生在该区域内。 利用多尺度球面小波方法解算GPS应变率场, 分析巴颜喀拉块体东北缘2009年至2017年的应变率场分布特征, 该方法的优点是可以将GPS应变率场按照不同的空间尺度进行小波分解, 给出不同空间尺度的应变率场。 结果表明在2017年九寨沟地震之前, 震中附近应变积累显著, 虎牙断裂北延断裂的左旋走滑速率为3.0 mm/a, 拉张速率为3.1 mm/a, 表明该条断裂以左旋走滑为主兼有拉张特征, 与九寨沟地震的震源机制解一致。 除九寨沟震中附近外, 在岷县与漳县交界处、 理县和汶川、 青川等地区主应变率、 面应变率、 最大剪应变率也较大, 这可能与2013岷县漳县(M_S6.6)、 2008年汶川(M_S8.0)、 2014年理县(M_S4.8)以及2014青川县(M_S4.8)地震有关。     

川滇菱形块体东边界库仑应力演化及强震发生概率估算

本研究基于分层黏弹介质模型,考虑强震或大地震同震位错、震后黏滞松弛及主断层段震间构造应力加载三方面效应,给出1480年以来,川滇菱形块体东边界鲜水河断裂带、安宁河断裂带、则木河断裂带和小江断裂带共20个断层段由三方面效应引起的累积库仑应力变化随时间的演化,分析强震间相互作用和强震发生的应力累积背景,定性分析各断层段的地震危险性.同时,分别采用现今台网地震目录和川滇菱形块体东边界各断层段强震复发间隔两种资料,定量计算2030年各断层段的强震发生概率;并基于摩擦本构理论,将周边强震引起的库仑应力变化量作为应力扰动,修正强震发生概率的计算结果.各断层段累积库仑应力演化的结果表明,鲜水河断裂带中部八美段、色拉哈段及南部磨西段、安宁河断裂带冕宁-西昌段、小江断裂带北部巧家-东川段和南部建水段的累积库仑应力显著增加.修正的强震发生概率计算结果显示,鲜水河断裂带中部八美-色拉哈-康定一带、安宁河断裂带冕宁-西昌段、小江断裂带南部华宁-建水一带强震发生概率较高,地震危险性值得关注.本研究基于库仑应力演化计算定性分析强震危险性的同时,基于摩擦本构律理论,结合地震引起的应力扰动和强震发生背景,定量计算修正的强震发生概率,为川滇菱形块体东边界强震危险地点及中长期发震紧迫程度判定提供方法和依据.     

基于星载被动微波遥感的青藏高原湖冰物候监测方法

湖冰物候影响着区域及全球气候,是全球变化的敏感因子,青藏高原湖泊众多,冻融现场监测数据缺乏,而微波具有对冰水相变敏感、时间分辨率高、历史存档数据长等特点,这对于长时间序列湖冰物候研究具有重要意义.然而,被动微波遥感空间分辨率低、湖泊亮温的精准定位难.论文通过获取AMSR-E/Aqua和AMSR-2/Gcom-W1的亮温数据,构建了基于轨道亮温数据的阈值判别法,通过对青藏高原不同区域和不同大小的青海湖、色林错、哈拉湖以及阿其克库勒湖进行测试研究:与青海湖现场观测对比,湖泊完全冻结日期与开始融化日期最大误差小于3天;与无云光学遥感判别结果相比,4个湖泊的冻融参数误差为2~4天.结果表明,被动微波轨道亮温数据可实现青藏高原地区亚像元级中大型湖泊冻融信息的获取,历史卫星资料可为湖冰物候的监测提供重要的支撑.     

重力与地形数据揭示的巴颜喀拉块体东缘垂向构造应力场

利用基于消去-恢复原理的最小二乘配置方法,对2009-2013年相对重力/GPS联合观测数据与EGM2008模型数据进行融合,更新了巴颜喀拉块体东缘地区的自由空气与布格重力异常场.基于该布格重力异常数据,以CRUST1.0地壳密度模型为初始条件,使用二维多边形棱柱体正演与非线性最小二乘反演方法,获取了巴颜喀拉块体东缘地壳分层密度结构.基于地壳不可压缩和均衡调整原理提出了计算垂向构造应力新方法,并结合上述地壳分层密度结构和地形数据计算了巴颜喀拉块体东缘垂向构造应力分布.结果表明,龙门山断裂带中南段蓄积了较高的正向构造应力(约40 MPa),马尔康周边地区蓄积了较高的负向构造应力(约—30 MPa).对研究区域1970年以来5级(Ms)以上地震进行统计发现,地震多发生在垂向构造应力梯度带上,垂向构造应力为正的地区易触发浅源地震,为负的地区易触发深源地震.在地壳横向变形强烈的区域,垂向构造应力与地震深度的对应关系减弱.     

软流圈物质运动对鄂尔多斯块体周缘断陷盆地运动特征的影响

研究软流圈物质运动及其对断陷盆地运动特征的影响,是揭示软流圈与岩石圈相互作用,认识华北克拉通破坏的深部动力学过程的基础.本文以鄂尔多斯块体周缘断陷盆地为研究对象,利用数值方法模拟了盆地底部软流圈物质的运动,进而分析了软流圈物质运动对周缘断陷盆地运动特征的影响.研究结果表明:(1)软流圈物质水平运动的区域流向为NWW-SEE向,流速基本一致,局部略有变化.随着深度增加,局部变化特征不再显著;(2)软流圈物质垂向运动存在区域性差异,其中鄂尔多斯体块体北部、西部以及北缘、西缘底部,物质以下沉流为主,尤其西缘下沉流更显著;块体中部、东部以及南缘、西南缘底部,以上升流为主;东缘底部,上升流与下沉流相间分布,以上升流为主.随着深度增加,上述区域性差异特征依然明显;(3)依据热物质的水平拖曳和垂向拉张作用对断陷盆地可能产生的影响,进一步推测,软流圈物质运动有利于北缘盆地的剪切走滑,东缘盆地的伸展拉张,南缘盆地的走滑兼拉张,西缘和西南缘盆地的走滑.     

THE COMPREHENSIVE ANALYSIS AND RESEARCH OF RECENT GRAVITY AND CRUSTAL DEFORMATION IN NORTHEASTERN EDGE OF THE TIBETAN PLATEAU

In this study, we systematically analyzed the relationship between regional gravity changes, 3D crustal deformation, regional tectonic environment and strong earthquakes based on the relative gravity measurements(2011-2014), GPS data and the background vertical deformation from the leveling measurements conducted from 1970 to 2011. Subsequently, we further characterized the temporal-spatial patterns and discussed the mechanism of regional gravity changes and the crustal deformation. The results can be summarized as follows:1)The regional gravity changes, the GPS-derived horizontal deformation and the vertical deformational obtained from leveling data showed a close spatial relationship:The gravity increased along with the direction of horizontal movement, and the gravity decreased with the crustal uplift and vice versa, which reflects the inherited characteristics of neotectonic activities. 2)The crustal deformation was closely related to the active faults. The contour lines of gravity changes and vertical deformation were generally along with the Qilian-Haiyuan Fault(the strike is NWW), and the crustal horizontal deformation showed left-lateral strike slip motion near the Qilian-Haiyuan Fault. 3)The strong earthquakes usually occur in the active faults where intensive gravity change and vertical and/or horizontal deformation occurred. The extrusion deformation, surface compression rate and gravity changes were obvious near the epicenter of 2016 Menyuan earthquake. The 2013 Minxian-Zhangxian M_S6.6 earthquake occurred in the direction-turning area of intense gravity gradient zone and the transitional area of surface compression and vertical deformation. The first author of this paper has made a medium-term forecast before the Minxian and Menyuan earthquakes, especially the location of the earthquake. Based on the above understandings, we emphasized that:there are still possibilities of strong or huge earthquakes within medium-long term in the areas of crustal deformation anomalies in the study region.     

CHARACTERISTICS AND FORMATION MECHANISM OF LARGE ROCK AVALANCHES TRIGGERED BY THE LUDIAN MS6.5 EARTHQUAKE AT HONGSHIYAN AND GANJIAZHAI

The 3 August 2014 Ludian, Yunnan M_S6.5 earthquake has spawned more than 1, 000 landslides which are from several tens to several millions and over ten millions of cubic meters in volumes. Among them, the Hongshiya and Ganjiazai landslides are the biggest two with volumes over 1 000×10⁴m³. The Hongshiya and Ganjiazai landslides are two typical landslides, the former belongs to tremendous rock avalanche, and the latter belongs to unconsolidated werthering deposit landslide developed in concave mountain slope. Based on field investigations, causes and formation mechanism of the two landslides are discussed in this study. The neotectonic movement in the area maintains sustainable uplifting violently all the time since Cenozoic. The landform process accompanied with the regional tectonic uplifting is the violent downward erosion along the Jinshajiang River and its tributary, forming landforms of high mountains and canyons, deeply cut valleys, with great height difference. The regional seismo-tectonics situation suggests that:Ludian earthquake region is situated on the southern frontier boundary of Daliangshan secondary active block, and is seismically the strongest active area with one earthquake of magnitude greater than M5.0 occurring every 6 years. Frequent and strong seismicity produces accumulated effects on the ground rock to gradually lower the mechanical strength of slopes and their stability, which is the basis condition to generate large-scale collapse and landslide at Hongshiyan and Ganjiazhai. The occurring of Hongshiyan special large rock avalanche is associated with the large terrain height difference, steep slope, soft interlayer structure and unloading fissures and high-angle joints. The formation mechanism of Hongshiyan rock avalanche may have three stages as follows:Stage 1, when P wave arriving, under the situation of free surface, rocks shake violently, the pre-existent joints(in red)parallel to and normal to the river and unloading cracks are opened and connected. Stage 2, on the basis of the first stage, when S wave arriving, the ground movement aggravates. Joints(in green)along beds develop further, resulting in rock masses intersecting each other. Stage 3, rock masses lose stability, sliding downward, collapsing, and moving over a short distance along the sliding surface to the inside of the valley, blocking the river to form the dammed lake. The special large landslide at Ganjiazhai is a weathering layer landslide occurring in the middle-lower of a large concave slope. Its formation process may have two stages as follows:Firstly, under strong ground shaking and gravity, the ground rock-soil body around moves and assembles to the lower of the central axis of the large concave slope, which suffers the largest earthquake inertia force and firstly yields plastic damage to generate compression-expansion deformation, because of the largest water content and volume-weight within the loose soil of it. Secondly, in view of the steep slope, along with the compression, the plastic deformation area enlarges further in the lower of slope, giving rise to a tensional stress area along the middle of the slope. As soon as the tensional stress exceeds the tensile strength of the weathering layer, a tensional fracture will occur and the landslide rolls away immediately making use of momentum. This two large landslides are the basic typical ones triggered by the M_S6.5 Ludian earthquake, and their causes and mechanism have a certain popular implication for the landslides occurring in this earthquake region.     

青藏高原水体碳源汇过程的重新认知与挑战

陆地-大气和陆地-水体的碳输送与碳交换共同决定了陆地生态系统的碳平衡,但长期以来青藏高原水体由于缺乏有效的观测数据,导致青藏高原水体一直是全球碳循环研究中被忽视的碳汇功能区。本研究聚焦青藏高原水体,重新认知水体碳侵蚀与碳沉积对青藏高原固碳的重要作用,系统分析河湖库-大气间的碳运移与交换时空格局与驱动机制。通过归纳总结发现:(1)青藏高原河流岩石风化速率以及CO₂消耗速率较高,强烈的侵蚀作用对地球系统吸收和平衡CO₂浓度起着重要的调控作用;(2)青藏高原湖泊是内陆生态系统的重要碳库,12 ka以来湖泊沉积物碳储量约为73 kg C/m²;(3)青藏高原湖泊浮游植物和水生植物影响内陆水体C沉积,年均初级生产力达(553±36) mg C/(m²·d)。(4)青藏高原湖泊目前为“碳源”,碳排放量约为2.27 Tg C/a。此外,本文还阐明青藏高原水体碳源汇过程评估的不确定性,以及从方法学角度分析如何加强其水体的碳循环研究,厘清全球变化下青藏高原水体的碳源汇机制,并展望了青藏高原水体碳源汇功能未来研究所面临...