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1.
岷江上游干扰岸坡主要表生地质灾害分布特征及成因浅析 总被引：3，自引：0，他引：3
岷江上游地处我国著名的南北向地震带的中段，因其特定的地质环境导致区内表生地质灾害极为严重。通过对岷江上游（汶川以上）河段的崩塌、滑坡、泥石流等表生地质灾害的调查研究，其分布沿岷江两岸具有明显的分段特征与河谷地貌分段基本一致，它们形成发展与特定地形地貌、易崩滑或软弱地层、特殊的构造部位、降雨等密切相关。 相似文献
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Chunxiang Li 《地震工程与结构动力学》2002,31(4):897-919
Multiple tuned mass dampers (MTMD) consisting of many tuned mass dampers (TMDs) with a uniform distribution of natural frequencies are taken into consideration for attenuating undesirable vibration of a structure under the ground acceleration. A study is conducted to search for the preferable MTMD which performs better and is easily manufactured from the five available models (i.e. MTMD‐1 – MTMD‐5), which comprise various combinations of the stiffness, mass, damping coefficient and damping ratio in the MTMD. The major objective of the present study then is to evaluate and compare the control performance of these five models. The structure is represented by its mode‐generalized system in the specific vibration mode being controlled by adopting the mode reduced‐order approach. The optimum parameters of the MTMD‐1 – MTMD‐5 are investigated to reveal the influence of the important parameters on their effectiveness and robustness using a numerical searching technique. The parameters include the frequency spacing, average damping ratio, tuning frequency ratio, mass ratio and total number. The criteria selected for the optimum searching are the minimization of the maximum value of the displacement dynamic magnification factor (DDMF) and that of the acceleration dynamic magnification factor (ADMF) of the structure with the MTMD‐1 – MTMD‐5 (i.e. Min.Max.DDMF and Min.Max.ADMF). It is demonstrated that the optimum MTMD‐1 and MTMD‐4 yield approximately the same control performance, and offer higher effectiveness and robustness than the optimum MTMD‐2, MTMD‐3, and MTMD‐5 in reducing the displacement and acceleration responses of structures. It is further demonstrated that for both the best effectiveness and robustness and the simplest manufacturing, it is preferable to select the optimum MTMD‐1. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
3.
The five MTMD models, with natural frequencies being uniformly distributed around their mean frequency, have been recently presented by the first author. They are shown to have the near‐zero optimum average damping ratio (more precisely, for a given mass ratio there is an upper limit on the total number, beyond which the near‐zero optimum average damping ratio occurs). In this paper, the eight new MTMD models (i.e. the UM‐MTMD1～UM‐MTMD3, US‐MTMD1～US‐MTMD3, UD‐MTMD1 and UD‐MTMD2), with the system parameters (mass, stiffness and damping coefficient) being, respectively, uniformly distributed around their average values, have been, for the first time here, proposed to seek for the MTMD models without the near‐zero optimum average damping ratio. The structure is represented by the mode‐generalized system corresponding to the specific vibration mode that needs to be controlled. Through minimization of the minimum values of the maximum dynamic magnification factors (DMF) of the structure with the eight MTMD models (i.e. through the implementation of Min.Min.Max.DMF), the optimum parameters and values of Min.Min.Max.DMF for these eight MTMD models are investigated to evaluate and compare their control performance. The optimum parameters include the optimum mass spacing, stiffness spacing, damping coefficient spacing, frequency spacing, average damping ratio and tuning frequency ratio. The six MTMD models without the near‐zero optimum average damping ratio (i.e. the UM‐MTMD1～UM‐MTMD3, US‐MTMD1, US‐MTMD2 and UD‐MTMD2) are found through extensive numerical analyses. Likewise, the optimum UM‐MTMD3 offers the higher effectiveness and robustness and requires the smaller damping with respect to the rest of the MTMD models in reducing the responses of structures subjected to earthquakes. Additionally, it is interesting to note, by comparing the optimum UM‐MTMD3 with the optimum MTMD‐1 recently investigated by the first author, that the effectiveness and robustness for the optimum UM‐MTMD3 is almost identical to that for the optimum MTMD‐1 (without inclusion of the optimum MTMD‐1 with the near‐zero optimum average damping ratio). Recognizing these performance benefits, it is preferable to employ the optimum UM‐MTMD3 or the optimum MTMD‐1 without the near‐zero optimum average damping ratio, when installing the MTMD for the suppression of undesirable oscillations of structures under earthquakes. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
4.
福州盆地及其周围地区地壳深部结构与构造的初步研究 总被引：20，自引：4，他引：20
1986-1988年,福建省地震局在福州盆地及其周围地区完成了五条地震测深剖面:宁德-永春剖面;洪懒-宁德剖面;莲峰-福州（尚干）剖面;南平-永泰-平潭非纵剖面;并在宁德-古田-嵩口首次试验扇形剖面观测系统,结果表明,扇形剖面对确定断裂是有效的. 根据对地震波走时的正、反演计算,用理论地震图和射线追踪方法进一步修改和完善,得到了福州盆地及其周围地区地壳深部为高、低速相间的速度分布特征.地壳介质速度为6.40km/s,在中地壳普遍发育一层速度为5.80-5.90 km/s、厚度约5.0 km的低速层.Moho面深度30-33 km,福州盆地为一Moho面隆起区,隆起幅度达3.0 km.北西向断裂发育,其中,闽江断裂在纵剖面和扇形剖面均有明显的反映,并切割到Moho面2.0-3.0 km. 反射波谱频方法计算得到福州盆地地壳Q值仅120-150,比邻近地区明显偏低,中地壳低速层Q值为40-80,是一典型的低速-高导-低Q（高衰减）结构层,此层上界面埋深14-15 km,与居里面埋深较一致.这些结果为福州地区的地热资源远景预测和开发提供了地壳深部结构和某些地球物理场背景. 相似文献
5.
岷县地形多变、地貌多样、地质环境复杂,近年来地震、滑坡等地质灾害多发。基于易损性影响因素,结合岷县具体情况,选取人口密度、国内生产总值、公路、房屋、林地和耕地6个指标,以乡镇为基本单元,利用模糊综合评判法构建评价体系,将研究区易损性划分为不同等级。结果表明,高易损性地区占研究区总面积的20.62%,中易损性地区的占比为19.90%,低易损性地区的占比为37.25%,极低易损性地区的占比为22.23%。将易损性结果与地质灾害历史灾害点进行叠加分析发现,中易损性和高易损性地区的历史灾害占灾害总数的50.53%,为岷县防灾减灾工作提供了新的思路和参考。 相似文献
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湿地既是"碳汇"也是"碳源",研究发现,碳可以被长久稳定地封存在植硅体内,不同植物的植硅体封存碳的能力有明显差异。选取闽江河口鳝鱼滩湿地芦苇群落、短叶茳芏群落、互花米草群落及交错带为研究对象,研究这3种植物植硅体碳(Phytolith-Occluded Carbon,简称PhytOC)含量和储量的空间变化特征和影响因素,探讨PhytOC含量在纯群落和交错带的差异,为研究植物竞争和碳循环过程提供依据。结果表明:受水文条件、植物生长和空间扩展等影响,闽江河口湿地植物PhytOC含量整体表现为近岸区高于近海区,PhytOC储量表现为纯群落高于交错带。PhytOC含量依次表现为芦苇纯群落(4.14 mg/g) > 交错带芦苇(3.67 mg/g) > 与芦苇交错的短叶茳芏(3.08 mg/g) > 互花米草纯群落(2.70 mg/g) > 与互花米草交错的短叶茳芏(1.96 mg/g) > 交错带互花米草(1.86 mg/g) > 短叶茳芏纯群落(1.75 mg/g)。短叶茳芏与芦苇相互扩展中短叶茳芏植物整体及各器官PhytOC含量均升高,而与互花米草相互扩展时短叶茳芏除了根系、茎以外各器官PhytOC含量均下降。3种植物各器官在交错带中PhytOC储量分配比明显不同于纯群落,根系PhytOC储量的分配比上升,提高了根系竞争力。芦苇、短叶茳芏、互花米草通过植硅体封存的碳储量分别占植物碳储量的0.27%、0.15%和0.07%,但植物间的扩展过程影响了植物的PhytOC储量,其中短叶茳芏与互花米草形成的交错带中短叶茳芏下降幅度最高(56.29%),互花米草下降幅度最低(26.15%)。由此可见,植物的空间扩展对植物PhytOC含量、储量以及在不同器官的分配比都有一定的影响,短叶茳芏在与芦苇和互花米草竞争时分别采取不同的PhytOC分配机制。 相似文献
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闽江河口咸草湿地冬季甲烷和二氧化碳通量及影响因子分析 总被引：2，自引：0，他引：2
闽江河口是我国东南沿海典型的开放式感潮河口,咸草Cyperus malaccensis var.brevifolius为闽江河口区最大的鳝鱼滩沼泽湿地的主要土著种。采用静态暗箱-气相色谱法,测定了2008年冬季(11月、12月和次年1月)咸草湿地涨潮前、涨落潮过程中和落潮后3个阶段排向大气环境的甲烷(CH4)和二氧化碳(CO2)通量特征。结果表明,涨落潮过程中咸草湿地排向大气环境的甲烷通量小于涨潮前和落潮后,在时间上表现为冬季3个月甲烷排放通量持续下降;咸草湿地二氧化碳通量同样表现为涨落潮过程中小于涨潮前和落潮后,在时间上也呈递减趋势;氧化还原电位(Eh)以及pH值对咸草湿地甲烷和二氧化碳排放通量具有不同程度的影响。 相似文献
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闽江河口湿地生态退化现状与保护对策 总被引：2，自引：0，他引：2
闽江河口湿地是福建省最重要的湿地之一,但该湿地正遭受不同程度的退化。通过实地调查,其退化类型可分为：面积减少退化型、生物多样性受损退化型、污染退化型、生物入侵退化型和泥沙淤积退化型。据此提出了闽江河口湿地生态保护的对策,保障闽江河口湿地生态环境与社会经济协调、稳定与可持续发展。 相似文献
10.
Chunxiang Li 《地震工程与结构动力学》2000,29(9):1405-1421
Multiple tuned mass dampers (MTMDs) consisting of many tuned mass dampers (TMDs) with a uniform distribution of natural frequencies are considered for attenuating undesirable vibration of a structure. The MTMD is manufactured by keeping the stiffness and damping constant and varying the mass. The structure is represented by its mode‐generalized system in the specific vibration mode being controlled using the mode reduced‐order method. The optimum parameters of the MTMD are investigated to delineate the influence of the important parameters on the effectiveness and robustness of the MTMD by conducting a numerical searching technique in two directions. The parameters include: the frequency spacing, average damping ratio, mass ratio and total number. The criterion selected for the optimization is the minimization of the maximum value of the dynamic magnification factor (DMF) of the structure with MTMD (i.e. Min.Max.DMF). In this paper, for the sake of comparison, the MTMD(II), which is made by keeping the mass constant and varying the stiffness and damping coefficient, and a single TMD are also taken into account. It is demonstrated that the optimum frequency spacing of the MTMD is the same as that of the MTMD(II) and the optimum average damping ratio of the MTMD is a little larger than that of the MTMD(II). It is also found that the optimum MTMD is more effective than the optimum MTMD(II) and the optimum single TMD with equal mass. Copyright © 2000 John Wiley & Sons, Ltd. 相似文献