基于AHP的小城镇旅游竞争力研究——以福建沙县为例     

牛洪霞  甘萌雨 《亚热带资源与环境学报》2012,7(2)

小城镇旅游发展力量分散,生存于大中城市的夹缝中,竞争力薄弱．随着休闲时代的到来,旅游已逐渐成为一项大众化的休闲方式,大中城市旅游发展的饱和状态已难以满足游客追求精神享受、身心愉悦的需求．因此加强对小城镇旅游竞争力研究是形势所需．本研究采用层次分析法构建了沙县旅游竞争力指标体系并进行了定量分析,根据分析结果提出了提升竞争力的建议,为推动沙县旅游发展提供了理论依据．  相似文献   

平均入射角道集PP波与PS波联合反演   总被引：1，自引：1，他引：0       下载免费PDF全文

石瑛  芦俊  杨震  杨春 《地球物理学报》2015,58(12):4617-4627

在界面两侧地层的弹性参数弱反差的假设难以成立的情况下,本文提出用平均入射角道集进行PP波与PS波的联合反演.首先,在PP波与PS波AVA(amplitude versus angle,振幅随入射角变化)道集的基础上,分别选择小入射角范围与大入射角范围的AVA道集进行局部加权叠加,以获得由两个角度组成的平均入射角道集,并作为后续反演的输入数据.然后,再通过最小二乘原理建立了PP波与PS波联合反演目标函数,推导了模型修改量的向量公式,建立了平均入射角道集联合反演的流程.模型数据与实际数据的测试结果表明:在信噪比较低、地层弹性参数反差较大、层厚较薄的情况下,该反演方法的精度在很大程度上超过了基于近似反射系数的反演方法,为复杂油气藏勘探提供了新的思路.  相似文献   

Damage response of multistorey r/c buildings with different structural systems subjected to seismic motion of arbitrary orientation          下载免费PDF全文

Konstantinos Kostinakis  Konstantinos Morfidis  Hariton Xenidis 《地震工程与结构动力学》2015,44(12):1919-1937

In the present study the combined influence of seismic orientation and a number of parameters characterizing the structural system of Reinforced Concrete (R/C) buildings on the level of expected damages are examined. For the purposes of the above investigation eight medium‐rise buildings are designed on the basis of the current seismic codes. The structural characteristics examined are the ratio of the base shear received by the structural walls, the ratio of horizontal stiffness in two orthogonal directions and the structural eccentricity. Then, the buildings are analyzed by nonlinear time response analysis using 100 bidirectional earthquake ground motions. The two horizontal accelerograms of each ground motion are applied along horizontal orthogonal axes, forming 72 different angles with the structural axes. The structural damage is expressed in terms of the Park and Ang damage index. The results of the analyses revealed that the damage level of the buildings is strongly affected by the incident angle of the ground motion. The extent at which the orientation of the seismic records influences the damage response depends on the structural system and the distance of the record to the fault rupture. As a consequence, the common practice of applying the earthquake records along the structural axes can lead to significant underestimation of structural damage. Also, it was shown that the structural eccentricity can significantly differentiate the seismic damage level, as well as the impact of the earthquake orientation on the structural damage. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Displacement amplification factors for steel eccentrically braced frames          下载免费PDF全文

Ahmet Kuşy𝚤lmaz  Cem Topkaya 《地震工程与结构动力学》2015,44(2):167-184

Inelastic deformation capacity of links is a factor that significantly influences design of steel eccentrically braced frames (EBFs). The link rotation angle is used to describe inelastic link deformation. The link rotation angle is generally calculated by making use of design story drifts that in turn are calculated by modifying the elastic displacements by a displacement amplification factor. This paper presents a numerical study undertaken to evaluate the displacement amplification factor given in ASCE7‐10 for EBFs and the rigid‐plastic mechanism used for calculating link rotation angles. A total of 72 EBFs were designed by considering the number of stories, the bay width, the link length to bay width ratio, and the seismic hazard level as the prime variables. All structures were analyzed using elastic and inelastic time history analyses. The results indicated that the displacement amplification factor given in ASCE7‐10 provides unconservative estimates of the story drifts. On the other hand, the rigid‐plastic mechanism provides conservative estimates of link rotations. Based on the results of the numerical study, a new set of displacement amplification factors that vary along the height of the structure and modifications to the rigid‐plastic mechanism were developed. In light of the proposed modifications, the EBFs were redesigned and analyzed using inelastic time history analysis. The results indicated that the proposed modifications provide improvements for the displacement amplification factor and link rotation angle calculation procedures. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

comparison of locations of rushan earthquake swarm from large and small network     

ZHENG Jian-chang  QU Li  QU Jun-hao  HU Xu-hui  LI Dong-mei 《地震地质》2015,37(4):953-965

A notable swarm occurred in Rushan, Shandong Peninsula and its activities continue since Oct. 2013 till now. Up to Sept. 30, 2014, more than 7 000 events have been recorded, in which locatable shocks exceed 2000, and 18 events with M_L≥3.0. The swarm is rarely seen in East China for its extraordinary duration time and surprising high frequency of aftershocks. 18 temporary seismometers have been deployed around the swarm since May 6, 2014, and composed a seismic array for monitoring the swarm activities. Based on data from permanent networks and temporary array, we relocated the earthquake sequence by using hypoDD method. It has been shown that, there is obvious difference between permanent network results and temporary array results. The permanent network of Shandong has a relative large coverage gap(more than 200°)for this swarm. Its location results therefore should not be reliable. There are maybe other errors in the permanent network result due to some problems in the raw data, such as too few stations for most locatable events(3 stations), and relative lower proportion of located events in final result(74.3%, while 95.1% in temporary array result). It can be found by comparing location results from permanent network and temporary array that, using temporary array's data can improve the location accuracy significantly. The results of temporary array are: aftershocks distribution of Rushan swarm is in NWW direction, the dip-direction of fitted fault plane is SW, and the strike and dip angle agree with focal mechanism of the mainshock. Focal depths of aftershocks are at 4.5～8km; the swarm is restricted in a small area about 3km×3km×1km, and has some characteristics such as clustering, staged activities, and etc; the aftershock activities are in accord with crack growth behavior pattern, hence we deduced that there may be fluid intrusion in source area. Finally, we discussed the seismogenic structures and active mechanisms of this swarm combined with relative geologic knowledge. We draw some conclusions as follows: 1)Rushan swarm probably occurred at the boundary of rock bodies of Duogu Mountain and Haiyangsuo super-unit; 2)The seismogenic structure is a blind fault, which should be a part of adjacent Heishankuang-Jilincun Fault, or might be a new fault at rock body boundaries; 3)Rushan swarm might be an evidence for the existence of the disputed Shidao Fault.  相似文献   

Polarimetric scattering model for estimation of above ground biomass of multilayer vegetation using ALOS-PALSAR quad-pol data     

《Physics and Chemistry of the Earth》2015

Forests are important biomes covering a major part of the vegetation on the Earth, and as such account for seventy percent of the carbon present in living beings. The value of a forest’s above ground biomass (AGB) is considered as an important parameter for the estimation of global carbon content. In the present study, the quad-pol ALOS-PALSAR data was used for the estimation of AGB for the Dudhwa National Park, India. For this purpose, polarimetric decomposition components and an Extended Water Cloud Model (EWCM) were used. The PolSAR data orientation angle shifts were compensated for before the polarimetric decomposition. The scattering components obtained from the polarimetric decomposition were used in the Water Cloud Model (WCM). The WCM was extended for higher order interactions like double bounce scattering. The parameters of the EWCM were retrieved using the field measurements and the decomposition components. Finally, the relationship between the estimated AGB and measured AGB was assessed. The coefficient of determination (R²) and root mean square error (RMSE) were 0.4341 and 119 t/ha respectively.  相似文献   

基于A-T-R的旅游小城镇分类、评价与发展模式研究   总被引：1，自引：0，他引：1  

陶慧  刘家明  朱鹤  李玏  王磊 《地理科学》2015,35(5):529-536

在科学界定旅游小城镇基础上,梳理旅游小城镇的分类标准,确立一类基于核心吸引物（A）—小镇（T）—乡村环境（R）的新分类方法,将旅游小城镇分为AT一体、AT分离、A+T+R联动与ATR创意再造4种类型。结合旅游小城镇发展中的实际状态,依据A、T、R三类初始条件不同组合情况提炼出六大旅游小城镇的发展模式,为旅游小城镇深层次研究提供参考和依据,进一步推动旅游小城镇的健康发展。  相似文献   

采用偏心割刀处理小口径钻孔掉钻事故实践          下载免费PDF全文

刘建平  陈洪俊 《探矿工程》2010,37(4):48-49,53

偏心割刀切割钻杆、钻具,多应用在大口径工程施工钻中,在地质钻探施工中,偏心割刀可以用来切割套管、岩心管。在贵州省普安县青山镇泥堡二矿的钻探施工中,使用偏心割刀从钻杆的外面将钻杆切割掉,成功处理了一次复杂的钻孔事故。介绍了采用偏心割刀处理钻孔事故的技术措施及注意事项。  相似文献   

钙质砂的休止角研究与工程应用     

金宗川 《岩土力学》2018,39(7):2583-2590

砂土的天然休止角对土堆设计、基坑设计和边坡稳定性研判有重要的指导意义。砂土的天然休止角受土颗粒的摩擦特性、颗粒形状、粒径和含水状态等诸多因素的影响。开展了钙质砂的天然休止角试验,研究了多种因素对钙质砂天然休止角的影响规律。结果表明：钙质砂3种常见颗粒形状中,片状休止角最大,枝棒状次之,块状最小;钙质砂天然休止角随着粒径的增大而增大;当平均粒径相同时,天然休止角随着不均匀系数的增大而增大,随着曲率系数的增大而减少;通过与标准石英砂的对比试验发现,石英砂的天然休止角小于钙质砂天然休止角。对现场钙质砂边坡测量后表明,钙质砂地基经过振冲挤密后基坑开挖最大坡角略大于室内测得的天然休止角。研究结果对钙质砂土堆和基坑设计等工程实践有一定指导意义。  相似文献   

非局部均值滤波在重力异常数据处理中的应用     

刘洪波 《世界地质》2019,(2):461-469

根据小子域滤波原理,小子域滤波产生异常边界扭曲主要表现为高频干扰,提出小子域滤波与非局部均值滤波联合的方法以克服小子域滤波存在的异常边界扭曲问题。利用小子域滤波良好的边界增强能力和非局部均值滤波高频细节保护能力,在压制小子域滤波缺陷的同时尽可能保护小子域滤波的边界增强效果。通过模拟计算和莱州湾海域实测重力数据处理表明,本文方法在增强异常边界的同时压制小子域滤波产生的边界扭曲效应,获得了更好的重力异常处理效果。与单一小子域滤波相比,本文方法不需要考虑异常边界形态,具有更强的稳定性和普适性。  相似文献