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The Insphere of a Tetrahedron 被引量:1
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作者 Peter Paul Klein 《Applied Mathematics》 2020年第7期601-612,共12页
A contiguous derivation of radius and center of the insphere of a general tetrahedron is given. Therefore a linear system is derived. After a transformation of it the calculation of radius and center can be separated ... A contiguous derivation of radius and center of the insphere of a general tetrahedron is given. Therefore a linear system is derived. After a transformation of it the calculation of radius and center can be separated from each other. The remaining linear system for the center of the insphere can be solved after discovering the inverse of the corresponding coefficient matrix. This procedure can also be applied in the planar case to determine radius and center of the incircle of a triangle. 展开更多
关键词 Corkscrew Rule Hesse Normal Form Decomposed Linear System Block Upper Triangular Form of coefficient Matrix Cofactor Matrix
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Experimental study of wind loads on gable roofs of low-rise buildings with overhangs 被引量:3
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作者 Peng HUANG Ling TAO +1 位作者 Ming GU Yong QUAN 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2018年第3期300-317,共18页
Gable roofs with overhangs (eaves) are the common constructions of low-rise buildings on the southeastern coast of China, and they were vulnerable to typhoons from experience. The wind pressure distributions on gabl... Gable roofs with overhangs (eaves) are the common constructions of low-rise buildings on the southeastern coast of China, and they were vulnerable to typhoons from experience. The wind pressure distributions on gable roofs of low-rise buildings are investigated by a series of wind tunnel tests which consist of 99 test cases with various roof pitches, height-depth ratios and width-depth ratios. The block pressure coefficients and worst negative (block) pressure coefficients on different roof regions of low-rise buildings are proposed for the main structure and building envelope, respectively. The effects of roof pitch, height-depth ratio, and width-depth ratio on the pressure coefficients of each region are analyzed in detail. In addition, the pressure coefficients on the roofs for the main structure and building envelope are fitted according to roof pitch, height-depth ratio and width-depth ratio of the low-rise building. Meanwhile, the rationality of the fitting formulas is verified by comparing the fitting results with the codes of different countries. Lastly, the block pressure coefficients and worst negative pressure coefficients are recommended to guide the design of low-rise buildings in typhoon area and act as references for the future's modification of wind load codes. 展开更多
关键词 low-rise building gable roof wind loads wind tunnel test block pressure coefficient load code
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