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Landslide susceptibility assessment of South Korea using stacking ensemble machine learning 利用堆叠集合机器学习评估韩国的滑坡易发性
IF 4.8 Q1 Social Sciences Pub Date : 2024-02-12 DOI: 10.1186/s40677-024-00271-y
Seung-Min Lee, Seung-Jae Lee
Landslide susceptibility assessment (LSA) is a crucial indicator of landslide hazards, and its accuracy is improving with the development of artificial intelligence (AI) technology. However, the AI algorithms are inconsistent across regions and strongly dependent on input variables. Additionally, LSA must include historical data, which often restricts the assessment to the local scale and single landslide events. In this study, we performed an LSA for the entirety of South Korea. A total of 30 input variables were constructed, consisting of 9 variables from past climate model data MK-PRISM, 12 topographical factors, and 9 environmental factors. Sixteen machine learning algorithms were used as basic classifiers, and a stacking ensemble was used on the four algorithms with the highest area under the curve (AUC). Additionally, a separate assessment model was established for areas with a risk of landslides affecting areas larger than 1 ha. The highest-performing classifier was CatBoost, with an AUC of ~ 0.89 for both assessments. Among the input variables, distance of road, daily maximum precipitation, digital elevation model, and soil depth were the most influential. In all landslide events, CatBoost, lightGBM, XGBoost, and Random Forest had the highest AUC in descending order; in large landslide events, the order was CatBoost, XGBoost, Extra Tree, and lightGBM. The stacking ensemble enabled the construction of two landslide susceptibility maps. Our findings provide a statistical method for constructing a high-resolution (30 m) landslide susceptibility map on a country scale using diverse natural factors, including past climate data.
滑坡易感性评估(LSA)是滑坡灾害的一个重要指标,随着人工智能(AI)技术的发展,其准确性也在不断提高。然而,人工智能算法在不同地区并不一致,而且在很大程度上依赖于输入变量。此外,LSA 必须包含历史数据,这往往将评估限制在局部范围和单一滑坡事件上。在本研究中,我们对整个韩国进行了 LSA 评估。共构建了 30 个输入变量,包括来自过去气候模型数据 MK-PRISM 的 9 个变量、12 个地形因素和 9 个环境因素。使用了 16 种机器学习算法作为基本分类器,并对曲线下面积(AUC)最高的 4 种算法进行了堆叠组合。此外,还为影响面积大于 1 公顷的山体滑坡风险区域建立了单独的评估模型。表现最好的分类器是 CatBoost,两个评估的 AUC 均为 0.89。在输入变量中,道路距离、日最大降水量、数字高程模型和土壤深度的影响最大。在所有滑坡事件中,按降序排列,CatBoost、lightGBM、XGBoost 和随机森林的 AUC 最高;在大型滑坡事件中,按降序排列,CatBoost、XGBoost、Extra Tree 和 lightGBM 最高。堆叠集合能够构建两个滑坡易感性地图。我们的研究结果为利用各种自然因素(包括过去的气候数据)构建国家级高分辨率(30 米)滑坡易发性地图提供了一种统计方法。
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引用次数: 0
Exploring the Mediterranean tsunami research landscape: scientometric insights and future prospects 探索地中海海啸研究的前景:科学计量学的见解和未来展望
IF 4.8 Q1 Social Sciences Pub Date : 2024-02-10 DOI: 10.1186/s40677-024-00269-6
F x Anjar Tri Laksono, Manoranjan Mishra, Budi Mulyana, János Kovács
The Mediterranean Sea is a region characterized by high seismic activity, with at least 200 tsunami events recorded from the fourth century to the present twenty-first century. Numerous studies have been conducted to understand past tsunami events, earthquake–tsunami generation, tsunami recurrence periods, tsunami vulnerability zones, and tsunami hazard mitigation strategies. Therefore, gaining insights into future trends and opportunities in Mediterranean Sea tsunami research is crucial for significantly contributing to all relevant aspects. This study aims to assess such trends and opportunities through a scientometric analysis of publications indexed by Web of Science from 2000 to 2023. Based on a selection of 329 publications, including research articles, review articles, book chapters, and conference papers, published between 2000 and 2023, Italy has the highest number of publications and citations in this field. The number of publications has increased significantly, especially after the 2004 Indian Ocean, 2011 Tohoku, and 2018 Palu tsunamis. According to the keyword analysis, the terms “tsunami”, “earthquake”, “hazard”, “wave”, “Mediterranean”, “coast”, and “tectonic” were the most frequently used in these publications. Research themes consist of four classifications: motor themes, such as seismic hazard; specific but well-developed themes, like tsunamiite; emerging or disappearing themes, for example, climate change; and general or basic themes, such as equations and megaturbidite. The number of publications related to the motor theme classification continued to grow throughout 2000–2023. Topics from 2011–2023 are more complex compared to 2000–2010, characterized by the emergence of new keywords such as evacuation planning, risk reduction, risk mitigation, building vulnerability, coastal vulnerability, climate change, probabilistic tsunami hazard assessment (PTVA-3 and PTVA-4). However, topics that were popular in the 2000–2010 period (e.g., paleotsunami deposits, earthquake, and tsunami propagation analysis) also increased in 2011–2023. Research topics with high centrality and density such as seismic hazard will continue to develop and prospect. The cluster network of this topic includes seismoturbidites, sedimentary features, tsunami modeling, active faults, catalog, and historical earthquakes.
地中海是一个地震活动频繁的地区,从四世纪到现在的二十一世纪,至少记录了 200 次海啸事件。为了了解过去的海啸事件、地震-海啸的产生、海啸重现期、海啸易发区和海啸危害缓解战略,已经开展了大量研究。因此,深入了解地中海海啸研究的未来趋势和机遇,对于在所有相关方面做出重大贡献至关重要。本研究旨在通过对 2000 年至 2023 年被 Web of Science 索引的出版物进行科学计量分析,评估这些趋势和机遇。根据对 2000 年至 2023 年间发表的 329 篇出版物(包括研究文章、评论文章、书籍章节和会议论文)的筛选,意大利在该领域的出版物和引用次数均居首位。尤其是在 2004 年印度洋海啸、2011 年东北海啸和 2018 年帕卢海啸之后,出版物数量大幅增加。根据关键词分析,"海啸"、"地震"、"灾害"、"波浪"、"地中海"、"海岸 "和 "构造 "是这些出版物中使用频率最高的术语。研究主题分为四类:运动主题,如地震灾害;具体但发展成熟的主题,如海啸岩;新 兴或正在消失的主题,如气候变化;一般或基本主题,如方程和特大扰动岩。在 2000-2023 年期间,与发动机主题分类有关的出版物数量持续增长。与 2000-2010 年相比,2011-2023 年的主题更加复杂,其特点是出现了新的关键词,如疏散规划、降低风险、减轻风险、建筑脆弱性、沿海脆弱性、气候变化、海啸灾害概率评估(PTVA-3 和 PTVA-4)。然而,2000-2010 年期间流行的主题(如古海啸沉积、地震和海啸传播分析)在 2011-2023 年期间也有所增加。地震灾害等高中心性和高密度的研究课题将继续发展和展望。该专题的集群网络包括地震扰动岩、沉积特征、海啸建模、活动断层、目录和历史地震。
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引用次数: 0
Local site effects and seismic microzonation around Suban Area, Curup Rejang Lebong, Bengkulu deduced by ambient noise measurements 通过环境噪声测量推断明古鲁 Curup Rejang Lebong 苏班地区周围的局部场地效应和地震微区划
IF 4.8 Q1 Social Sciences Pub Date : 2024-01-27 DOI: 10.1186/s40677-024-00268-7
Brecya Isa Siburian, Marzuki Marzuki, Ashar Muda Lubis
The Suban area of Curup Rejang Lebong is a tourist region in Bengkulu Province, Indonesia, close to the active Ketaun and Musi faults, which are segments of the Sumatra Fault System (SFS). However, no studies have been conducted in this area to assess how geological structures affect seismic ground motions and contribute to seismic hazard and risk assessment. The first study of seismic microzonation in the Suban area of Curup City by ambient noise measurements was conducted at 100 sites, spaced ~ 1 km apart, with 60 min of data acquisition for each site. All microseismic data were processed using the Horizontal to Vertical Spectral Ratios (HVSR) method. The HVSR method revealed the amplification factors (A0) ranging from 1.23 to 8.26 times, corresponding to natural frequency (f0) variations between 1.24 and 9.67 Hz. About 13% and 55% of the sites show high (6 ≤ A0 ≤ 9) and medium (3 ≤ A0 ≤ 6) amplifications, respectively, predominantly in the western parts of the study area, consistent with a high seismic vulnerability index (Kg). Furthermore, we also estimated the ground shear strain (GSS) of the region using the Kanai method with two large historical earthquakes at the Ketahun segment in 1943 (Mw 7.4) and the Musi segment in 1979 (Mw 6.0). The Kg value is consistent with the GSS values and indicates areas of severe damage during the historic earthquakes. Thus, the western parts of the Suban region are vulnerable to severe damage from an earthquake. These findings could provide valuable insights for future planning and risk management efforts aimed at minimizing the impact of earthquakes in the Suban region.
Curup Rejang Lebong 的苏班地区是印度尼西亚明古鲁省的一个旅游区,毗邻苏门答腊断层系统(SFS)的活跃断层 Ketaun 和 Musi。然而,该地区尚未开展任何研究来评估地质结构如何影响地震地面运动,以及如何促进地震灾害和风险评估。通过环境噪声测量对 Curup 市 Suban 地区地震微区划分的首次研究在 100 个站点进行,每个站点间隔约 1 公里,数据采集时间为 60 分钟。所有微地震数据均采用水平与垂直频谱比(HVSR)法进行处理。HVSR 方法显示放大系数 (A0) 在 1.23 至 8.26 倍之间,对应的固有频率 (f0) 变化在 1.24 至 9.67 Hz 之间。约 13% 和 55% 的地点分别显示出高(6 ≤ A0 ≤ 9)和中(3 ≤ A0 ≤ 6)放大系数,主要集中在研究区域的西部,这与高地震易损性指数(Kg)相一致。此外,我们还利用 1943 年 Ketahun 地段(Mw 7.4)和 1979 年 Musi 地段(Mw 6.0)的两次历史大地震,采用 Kanai 方法估算了该地区的地表剪切应变(GSS)。Kg 值与 GSS 值一致,表明在历史上的地震中受损严重的地区。因此,苏班地区西部容易受到地震的严重破坏。这些发现可为今后旨在最大限度减少地震对苏班地区影响的规划和风险管理工作提供有价值的见解。
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引用次数: 0
Adsorption performance of bentonite and clay for Zn(II) in landfill leachate 膨润土和粘土对垃圾填埋场渗滤液中锌(II)的吸附性能
IF 4.8 Q1 Social Sciences Pub Date : 2024-01-23 DOI: 10.1186/s40677-023-00265-2
Wen-Jing Sun, Qian-Tong Tang, Tian-Hao Lu, Ri-Dong Fan, Gao-Ge Sun, Yun-zhi Tan
The increasing prevalence of the Galvanized and dry battery industries has led to a rise in zinc proportions in landfills, posing environmental risks. This study explores the potential of bentonite, renowned for its metal adsorption capability, as a landfill barrier material. Adsorption characteristics of Zn(II) in natural bentonite and Shanghai clay were investigated. Various factors affecting Zn(II) adsorption, including pH, Na ion strength, contact time, initial Zn(II) concentration, and adsorption temperature, were analyzed through batch-type adsorption tests. The change in pH and Na strength demonstrates no significant impact on the adsorption of Zn(II) onto bentonite, highlighting the strong selectivity of bentonite for Zn(II). Conversely, the equilibrium adsorption capacity of Zn(II) onto clay increases with rising pH or decreasing ion strength. The Zn(II) adsorption onto bentonite is well-described by the pseudo-second-order, intra-particle diffusion, and Elovih models, each achieving an R2 value exceeding 0.9. While both physical and chemical adsorption coexist in Zn(II) adsorption onto bentonite or clay, the primary determinant of the adsorption rate is chemical adsorption. The adsorption onto bentonite is spontaneous, whereas onto clay it is not. The mechanism involves van der Waals forces, ion exchange, and chemical actions such as inner-sphere complexation for Zn(II) adsorption onto both bentonite and clay.
镀锌和干电池行业的日益盛行导致垃圾填埋场中锌的比例上升,带来了环境风险。膨润土以其金属吸附能力而闻名,本研究探讨了膨润土作为垃圾填埋场隔离材料的潜力。研究了 Zn(II)在天然膨润土和上海粘土中的吸附特性。通过间歇式吸附试验分析了影响 Zn(II)吸附的各种因素,包括 pH 值、Na 离子强度、接触时间、初始 Zn(II)浓度和吸附温度。结果表明,pH 值和 Na 离子强度的变化对 Zn(II)在膨润土上的吸附没有显著影响,这突出表明了膨润土对 Zn(II)的强选择性。相反,Zn(II)在粘土上的平衡吸附容量会随着 pH 值的升高或离子强度的降低而增加。伪二阶模型、颗粒内扩散模型和 Elovih 模型都很好地描述了 Zn(II)在膨润土上的吸附,每个模型的 R2 值都超过了 0.9。虽然 Zn(II)在膨润土或粘土上的吸附同时存在物理吸附和化学吸附,但决定吸附速率的主要因素是化学吸附。在膨润土上的吸附是自发的,而在粘土上则不是。Zn(II)在膨润土和粘土上的吸附机理包括范德华力、离子交换和化学作用,例如内球络合。
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引用次数: 0
Comparison of factors influencing landslide risk near a forest road in Chungju-si, South Korea 韩国忠州市林道路附近山体滑坡风险影响因素比较
IF 4.8 Q1 Social Sciences Pub Date : 2024-01-19 DOI: 10.1186/s40677-024-00267-8
Seong-Woo Moon, Jeongdu Noh, Hyeong-Sin Kim, Seong-Seung Kang, Yong-Seok Seo
The study aimed to identify the influential factors required to prepare landslide vulnerability maps and establish disaster prevention measures for mountainous areas with forest roads. The target area is Sancheok-myeon, Chungju-si, where several landslides have occurred in a narrow area of approximately 3 km × 4 km. As the area has the same rainfall and vegetation conditions, the influences of the physico-mechanical characteristics of the soil in accordance with compaction and topographic characteristics could be analyzed precisely. Geological surveying, sampling, and laboratory testing assessed landslide risk in the study area, and data including unit weight, specific gravity, porosity, water content, soil depth, friction angle, cohesion, slope angle, profile/plan curvature, TWI were obtained. Preprocessing and screening such as min-max normalization and multicollinearity were conducted for the data in order to eliminate overestimation of each factor’s effectiveness. The influence of each factor was analyzed using logistic regression (LR), structural equation modeling (SEM), extreme gradient boosting (XGBoost), and light gradient boosting machine (LightGBM). All methods showed that soil depth has the greatest impact on landslide occurrence. Friction angle, slope angle, and porosity were also selected as influential factors, although each method ranked them slightly differently. Topographic factors, such as plan curvature, profile curvature, and the topographic wetness index, had minimal influence. This appears to be because landslides near forest roads are more affected by how well compaction was performed during banking than by the concave or convex shape of the slope. This study presents analysis results for an area with the same rainfall and vegetation conditions; therefore, the analysis of the influence of the physico-mechanical characteristics of the soil and topography was more precise than when comparing landslides occurring in different regions. Our results may be helpful in preparing landslide vulnerability maps.
该研究旨在确定编制山体滑坡脆弱性地图所需的影响因素,并为有林区道路的山区制定防灾措施。目标区域是忠州市的三岔面,在约 3 km×4 km 的狭长区域内发生过多次滑坡。由于该地区具有相同的降雨量和植被条件,因此可以根据压实和地形特征精确分析土壤物理机械特征的影响。通过地质勘测、取样和实验室测试评估了研究区域的滑坡风险,并获得了包括单位重量、比重、孔隙度、含水量、土层深度、摩擦角、内聚力、坡角、剖面/平面曲率、TWI 等数据。对数据进行了最小-最大归一化和多重共线性等预处理和筛选,以消除对各因素有效性的高估。利用逻辑回归(LR)、结构方程模型(SEM)、极梯度提升(XGBoost)和轻梯度提升机(LightGBM)分析了各因子的影响。所有方法都表明,土壤深度对滑坡发生的影响最大。摩擦角、坡角和孔隙度也被选为影响因素,但每种方法对它们的排序略有不同。地形因素,如平面曲率、剖面曲率和地形湿润指数,影响最小。这似乎是因为林区道路附近的滑坡更多受到筑坝时压实效果的影响,而不是受到斜坡凹凸形状的影响。本研究提供了对降雨量和植被条件相同的地区的分析结果;因此,与比较发生在不同地区的滑坡时相比,对土壤和地形的物理力学特征的影响分析更为精确。我们的研究结果可能有助于绘制滑坡易损性地图。
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引用次数: 0
Investigation of offshore landslides impact on bucket foundations using a coupled SPH–FEM method 利用 SPH-FEM 耦合方法研究近海滑坡对斗状地基的影响
IF 4.8 Q1 Social Sciences Pub Date : 2024-01-12 DOI: 10.1186/s40677-024-00266-9
Zehao Wang, Defeng Zheng, Xingsen Guo, Zhongde Gu, Yueqiang Shen, Tingkai Nian
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引用次数: 0
Anchorage mechanism of bamboo-steel composite rockbolts subjected to the coupled effect of tensile and shear stress 拉应力和剪应力耦合作用下竹钢复合锚杆的锚固机理
IF 4.8 Q1 Social Sciences Pub Date : 2024-01-02 DOI: 10.1186/s40677-023-00258-1
Feifan Ren, Qiangqiang Huang, Guan Wang, Zhuang Li
Earthen heritage sites have high cultural and scientific value. However, most of earthen heritage sites have been severely damaged and are in urgent need of restoration. To address this issue, a novel rockbolt, bamboo-steel composite rockbolt (BSCR), was proposed and widely employed in earthen site protection. However, the research on the anchorage mechanism of BSCR lags behind engineering practice, particularly with regard to its behavior under the coupled effect of tensile and shear stress. In this study, based on centrifugal test results, a numerical model was established and validated and a comparative analysis of the anchorage mechanism between conventional rockbolt (CR) and BSCR was also conducted. Various parameters, including rockbolt diameter, bending stiffness, inclination angle, and length, were systematically investigated to elucidate their influence on protective efficacy. BSCR has a larger diameter and bending stiffness, and is superior to CR in protecting earthen heritage sites. In addition, reducing the rockbolt inclination angle and increasing the number of rockbolt layers can reduce slope deformation caused by the coupling effect of tensile and shear stress. Increasing the length of BSCR can enhance the stability of the anchored slopes; however, due to the influence of the effective anchorage length of the rockbolt, excessively extending the rockbolt length is inefficient. These research results provide valuable insights into the application of BSCR in earthen site protection and can provide a reference for further research on its anchorage mechanism under complex stress conditions.
土遗址具有很高的文化和科学价值。然而,大多数土遗址已遭到严重破坏,急需修复。为解决这一问题,一种新型锚杆--竹钢复合锚杆(BSCR)被提出并广泛应用于土遗址保护。然而,对竹钢复合锚杆锚固机理的研究却落后于工程实践,尤其是在拉应力和剪应力耦合作用下的行为。本研究以离心试验结果为基础,建立并验证了一个数值模型,并对传统锚杆(CR)和 BSCR 的锚固机理进行了比较分析。系统地研究了各种参数,包括锚杆直径、弯曲刚度、倾角和长度,以阐明它们对保护效果的影响。BSCR 具有更大的直径和弯曲刚度,在保护土遗址方面优于 CR。此外,减小锚杆倾角和增加锚杆层数可减少拉应力和剪应力耦合效应引起的边坡变形。增加 BSCR 的长度可以提高锚固边坡的稳定性,但由于受锚杆有效锚固长度的影响,过长的锚杆长度效率不高。这些研究成果为 BSCR 在土质场地保护中的应用提供了宝贵的见解,并为进一步研究其在复杂应力条件下的锚固机理提供了参考。
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引用次数: 0
Report on the 21st International Symposium on Geo‑disaster reduction, 5–8 August 2023, Shanghai, China 第 21 届减少地质灾害国际研讨会报告,2023 年 8 月 5-8 日,中国上海
IF 4.8 Q1 Social Sciences Pub Date : 2023-12-18 DOI: 10.1186/s40677-023-00263-4
Hu Zheng, Yu Huang, Bo Li, Fawu Wang
The joint event of 21st International Symposium on Geo-disaster Reduction (21st ISGdR) was held onsite and online during 5–8 August 2023 in Shanghai, China. This symposium focused on the theme of “A new era for safe and resilient coastal and marine systems”, providing a platform for academics, researchers and practitioners from different countries to discuss the research progress and exchange ideas on the reduction of disasters. The symposium consisted of keynote lecture, invited lectures and other presentations in parallel session.
第 21 届国际减少地质灾害研讨会(21st International Symposium on Geo-disaster Reduction,简称 ISGdR)于 2023 年 8 月 5-8 日在中国上海举行。本次研讨会围绕 "安全与弹性海岸和海洋系统的新时代 "这一主题,为来自不同国家的学者、研究人员和从业人员提供了一个讨论研究进展和交流减灾理念的平台。研讨会包括主旨报告、特邀报告和其他平行报告。
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引用次数: 0
Seismic vulnerability assessment of historical minarets in Cairo 开罗历史尖塔的地震脆弱性评估
IF 4.8 Q1 Social Sciences Pub Date : 2023-12-11 DOI: 10.1186/s40677-023-00260-7
Mariam A. Sallam, Hany M. Hassan, Mohamed A. Sayed, Hesham E. Abdel Hafiez, Hesham Shaker Zahra, Mohamed Salem
Masonry minarets in Old Cairo are highly susceptible to earthquake damage, particularly those not designed or updated to withstand seismic loads. Therefore, regular monitoring is necessary to ensure their safety and detect any deterioration or reduction in seismic performance. The direct loss of a minaret can lead to the collapse or severe damage to the structure itself. The cascading impacts of partial or complete minaret failure can have significant consequences for the immediate vicinity and the broader community. By studying the effects of earthquakes on minarets and developing mitigation strategies, countries can take proactive measures to protect these structures and ensure the safety of people. This study focuses on a specific type of Islamic architecture: the historic minarets in Cairo. The research aims to evaluate the seismic vulnerability of eight cultural heritage minarets in Cairo, identifying the parameters influencing their seismic behaviour and susceptibility to earthquake damage. The research utilizes empirical seismic vulnerability methods and ambient vibration measurements on eight minarets. An empirical approach compatible with the nature and style of the minarets is employed to evaluate their vulnerability using index values and curves. The method's validity is assessed, and areas of conformity and limitations are identified. Ambient vibration tests (AVTs) are also conducted using a temporary seismic network installed at various heights inside each minaret to determine their dynamic characteristics. The seismic vulnerability Index (I_V) is calculated for the selected minarets based on the state of each vulnerability parameter. The contribution of each parameter to the final I_V values of the minarets are presented. Vulnerability curves are developed for each minaret, interpreting the conventional vulnerability indexes in terms of mean damage grades for seismic events with varying intensity on the EMS-98 scale. These mean damage grades can also indicate the expected damage levels of structural and non-structural minaret elements for events with different seismic intensity levels. AVTs are conducted at various heights on the selected minarets, and the dynamic characteristics are extracted from the recorded data. Variations in these characteristics are considered significant for structural health monitoring analysis. The peak-picking method is employed to directly extract each minaret's natural frequencies and mode shapes, as changes in dynamic characteristics are relevant to health monitoring analyses. The recent study examined the seismic vulnerability assessment of eight masonry minarets in the historic Old Cairo district. The assessment revealed vulnerability index values ranging from 10.3 to 26.1, indicating a concerning susceptibility to seismic events among these structures. Vulnerability curves were constructed for each minaret, visually representing potential damage scenarios across different levels of the EMS-98 intens
开罗老城的砖石尖塔极易受到地震的破坏,尤其是那些设计或更新不符合抗震要求 的尖塔。因此,有必要对其进行定期监测,以确保其安全,并发现抗震性能的任何恶化或降低。尖塔的直接损失可能导致结构本身倒塌或严重损坏。尖塔部分或全部坍塌所产生的连锁影响会对附近地区和更广泛的社区造成严重后果。通过研究地震对尖塔的影响并制定减灾战略,各国可以采取积极措施保护这些结构,确保人员安全。本研究侧重于一种特殊类型的伊斯兰建筑:开罗的历史性尖塔。研究旨在评估开罗八座文化遗产尖塔的地震脆弱性,确定影响其地震行为和地震破坏易感性的参数。研究利用经验地震脆弱性方法和对八座尖塔的环境振动测量。采用与尖塔性质和风格相适应的经验方法,利用指数值和曲线对尖塔的易损性进行评估。对该方法的有效性进行了评估,并确定了符合要求的领域和局限性。此外,还利用安装在每个尖塔内部不同高度的临时地震网络进行了环境振动测试 (AVT),以确定其动态特性。根据每个脆弱性参数的状态,计算出选定尖塔的地震脆弱性指数 (I_V)。每个参数对尖塔最终 I_V 值的贡献都已列出。为每个尖塔绘制了易损性曲线,用 EMS-98 级不同烈度地震事件的平均破坏等级来解释传统的易损性指数。这些平均破坏等级还可表明不同地震烈度级别的事件对尖塔结构和非结构元素的预期破坏程度。在选定尖塔的不同高度上进行了反向静力测试,并从记录的数据中提取了动态特性。这些特征的变化被认为对结构健康监测分析具有重要意义。由于动态特性的变化与健康监测分析相关,因此采用了峰值选取法来直接提取每个尖塔的固有频率和模态振型。最近的研究对历史悠久的开罗老城区的八个砖石尖塔进行了地震脆弱性评估。评估结果显示,脆弱性指数值从 10.3 到 26.1 不等,表明这些建筑结构易受地震事件影响。为每个尖塔绘制了易损性曲线,直观地反映了 EMS-98 地震烈度表中不同等级的潜在破坏情况。这些成果意义重大,因为它们有助于确定干预措施的优先次序,以保护最脆弱的尖塔。此外,还引入了一个新的经验周期方程,根据尖塔的高度估算开罗老城尖塔的基本周期。该方程通过实地测量和文献数据进行了验证。这项研究的局限性在于它只关注特定类别的尖塔,特别是开罗老城历史上的砖石尖塔。此外,要准确捕捉这些尖塔的动态响应,还需要详细的有限元模型,这也造成了局限性。因此,正在进行的研究包括开发详细的有限元模型和校准选定尖塔的基本周期。预期的结果有可能加深我们对历史尖塔结构动态的了解,最终指导制定有针对性的抗震改造和保护策略。这些战略旨在保护这些珍贵的文化遗产资产,代表了我们对确保这些永恒地标世世代代经久不衰的集体承诺。
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引用次数: 0
Exploring the role of social determinants in the risk reduction of landslide-prone settlements: a case study of Giripurno Village in Central Java, Indonesia 探索社会决定因素在降低易滑坡住区风险中的作用:印度尼西亚中爪哇 Giripurno 村案例研究
IF 4.8 Q1 Social Sciences Pub Date : 2023-12-09 DOI: 10.1186/s40677-023-00261-6
Santika Purwitaningsih, Pramasti Dyah Nhindyasari, Ahmad Priyo Sambodo, Amadeo Benvenuto Santosa, Atina Salsabila Hilal, Ayu Wulandari, S. Aisyah Azka Nurul Fitriyah, Ryan Andri Wijaya, Junichiro Asano, Junun Sartohadi, Muhammad Anggri Setiawan, Muhammad Sulaiman, Elok Surya Pratiwi
The world population is still growing. The growing population caused a changes in the trend of selecting settlements location. Due to the limited flat land, people were starting to form settlements in a hilly or mountainous area which is prone to landslide. The community used to move from place to place to avoid landslides, however, it is no longer possible to implement those actions. While a lot of research has been conducted to assess the vulnerability and risk of settlements to disasters, there needs to be more research on developing settlements in landslide-prone area and their impact on disaster management. High social influences can be found in the development of landslide-prone settlements of Giripurno Village. The community shows a high consideration on relatives in deciding their settlement location. Moreover, high consideration of kinship and social activity affects the arrangement of spaces in the house and directly affects the amount of space occupancy. Layout of houses in Giripurno Village were found to have large living room to accommodate family and community gatherings. Although high social dependences of one community can be beneficial in the disaster emergency response and recovery, it can also hinder the disaster mitigation effors by allowing development in an unsafe area, thus increase the risk of disasters. This paper discuss about how the social factors can relate to the disaster management with an emphasis on the development of settlements. This paper also highlight the aspects of space occupancy which is rarely being discussed in the disaster management related research. The result obtained by this study could provide important insight into the future disaster management in the landslide-prone settlements area.
世界人口仍在不断增长。不断增长的人口导致了定居点选址趋势的变化。由于平地有限,人们开始在容易发生山体滑坡的丘陵或山区建立定居点。过去,人们为了避免山体滑坡而从一个地方搬到另一个地方,但现在已经不可能这样做了。虽然已经开展了大量研究来评估住区对灾害的脆弱性和风险,但还需要对滑坡易发地区的住区发展及其对灾害管理的影响进行更多的研究。在吉里普尔诺村滑坡易发区定居点的开发过程中,可以发现社会影响很大。社区在决定定居点位置时,对亲属的考虑程度很高。此外,对亲属关系和社会活动的高度考虑会影响房屋空间的布置,并直接影响空间占用率。在 Giripurno 村的房屋布局中,我们发现客厅面积较大,以满足家庭和社区聚会的需要。虽然一个社区的高度社会依赖性有利于灾害的应急和恢复,但它也可能阻碍减灾工作,因为它允许在不安全的地区进行开发,从而增加了灾害风险。本文以居住区的发展为重点,讨论了社会因素与灾害管理的关系。本文还强调了灾害管理相关研究中很少讨论的空间占用问题。本研究的结果可为滑坡易发区未来的灾害管理提供重要启示。
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Geoenvironmental Disasters
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