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A 3-D morphological approach on spatial form and cultural identity of ethnic mountain settlements:Case from Guizhou,China 被引量:2
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作者 JIA Zi-yu MENG Cheng-yu ZHOU Zheng-xu 《Journal of Mountain Science》 SCIE CSCD 2021年第5期1144-1158,共15页
Ethnic mountain settlements are living heritage of varied vernacular cultures.The preservation of both the built form and the intangible socio-cultural associations with them are global concern in process of urbanizat... Ethnic mountain settlements are living heritage of varied vernacular cultures.The preservation of both the built form and the intangible socio-cultural associations with them are global concern in process of urbanization,and in the notion of sustainable development.However,there is a lack of multi-dimensional and cross-cultural quantitative research in settlement morphology,making it difficult to guide practice effectively.Therefore,this study focuses on exploring an automatic or semi-automatic quantification and classification method for the morphological identity of ethnic mountain settlements.We introduce and combine 3-D morphological indicators with existing 2-D indicators to build and test three different sets of indication systems for semi-automatic classification for the settlements’ethnic attribute basing on spatial morphology.Taking the Miao,Dong,and Tunpu(Han)ethnic settlements in Guizhou province,southwest China as research samples,we applied factor analysis and hierarchical clustering methods to compare the classification accuracy under the three systems using data from topographic map,field investigation map,satellite imageries,and ethnography or local chronicle.The results showed that,the 3-D indication system has succeeded in semi-automatic quantification and classification of settlement morphology and ethnic identity by greatly increasing the classification accuracy to 96.30%,which is a huge improvement compared with the basic 2-D indication system(42.59%)and the advanced 2-D indication system(61.11%).The settlement samples are further divided into two sub-types with significant morphological differences in each major ethnic category under the 3-D indication system.We then discussed the potential improvement and future large-scale application of this method with the help of machine learning and other smart techniques.We hope to provide a comprehensive quantitative perspective and a more scientific reference for the future preservation and sustainable development of the massive and diverse vernacular heritages across the world. 展开更多
关键词 3-d morphology QUANTITATION Ethnic mountain settlements Cultural identity China
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A 3-D RECONSTRUCTION METHOD BASED ON THE CONSTRAINT OF EPIPOLAR GEOMETRY
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作者 Xu Zhengwei Wu Chengke Pang Chenjing Shen Peiyi(Information Engineering Dept., Xidian University, Xi’an 710071) 《Journal of Electronics(China)》 1998年第3期274-277,共4页
This paper combines the least-square method and iteration method to get the fundamental matrix and develops a new evaluation function based on the epipolar geometry. During the iteration, with the evaluation function ... This paper combines the least-square method and iteration method to get the fundamental matrix and develops a new evaluation function based on the epipolar geometry. During the iteration, with the evaluation function as a measurment, the points which bring larger noise are deleted, and the points with smaller noise are retained, thus the precision of our method is increased. The experiment results indicate the new method is precise in calculation, stable in performance and resistant to noise. 展开更多
关键词 Epipolar GEOMETRY fundamentAL MATRIX 3-d RECONSTRUCTION
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基于变模量本构模型的三维地基沉降计算分析 被引量:2
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作者 王东英 杨光华 +2 位作者 周小文 姜燕 李卓勋 《煤炭学报》 EI CAS CSCD 北大核心 2022年第5期1933-1945,共13页
对于地质条件复杂的基础工程,传统的解析方法难以获得合理的地基沉降和应力结果,此时数值方法的可靠性显得尤为重要,而数值方法的关键是选择合适的本构模型。为此,选择参数少且较易准确获取的变模量本构模型,通过二次开发将其嵌入到FLA... 对于地质条件复杂的基础工程,传统的解析方法难以获得合理的地基沉降和应力结果,此时数值方法的可靠性显得尤为重要,而数值方法的关键是选择合适的本构模型。为此,选择参数少且较易准确获取的变模量本构模型,通过二次开发将其嵌入到FLAC3D中,依托荔湾大厦基坑工程,分析了大面积、大荷载、复杂地质条件下基底沉降、应力及底板弯矩分布特征,并与弹性本构模型结果和实测沉降值进行对比,证明变模量本构模型在三维地基沉降分析中的优越性和适用性。同时分析了基础形状、刚度、荷载大小和地层条件等对地基沉降和应力分布特征的影响。所得结论主要有:①复杂地质条件下,基于变模量本构模型所得三维地基沉降结果与实测结果吻合较好;②基础刚度或荷载较大时,弹性本构模型因无法考虑屈服后的应力释放问题,所得基底应力端部集中显著,结果失真,所获得的底板弯矩也过大,这容易造成地基承载可行性和基础结构可靠性的误判。变模量本构模型模量随应力水平实时调整,可有效模拟端部应力释放,可以提供较合理的地基沉降和应力分布结果;③对于不等厚不均匀地层,其沉降和应力分析时应避免采用弹性本构,确保工程评估的准确性。 展开更多
关键词 三维地基沉降 应力 变模量本构 弹性本构 误判
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