A numerical investigation of thin-walled complex section steel columns with intermediate stiffeners was performed using finite element analysis. An accurate and reliable finite element model was developed and verified...A numerical investigation of thin-walled complex section steel columns with intermediate stiffeners was performed using finite element analysis. An accurate and reliable finite element model was developed and verified against test results. Veri-fication indicates that the model could predict the ultimate strengths and failure modes of the tested columns with reasonable accuracy. Therefore,the developed model was used for the parametric study. In addition,the effect of geometric imperfection on column ultimate strength and the effect of boundary conditions on the elastic distortional buckling of complex section columns were investigated. An equation for the elastic distortional buckling load of fixed-ended columns having different column lengths was proposed. The elastic distortional buckling load obtained from the proposed equation was used in the direct strength method to calculate the column ultimate strength. Generally,it is shown that the proposed design equation conservatively predicted the ultimate strengths of complex section columns with different column lengths.展开更多
A static finite element analysis (FEA) of an impulsive controller section is presented. The boundary condition and a part of the loads are applied. Considering the grades of the stress around the holes being large, th...A static finite element analysis (FEA) of an impulsive controller section is presented. The boundary condition and a part of the loads are applied. Considering the grades of the stress around the holes being large, the dense grids are adjusted accordingly. Four cases with different loads are compared, thus the influences of different loads on the section are analyzed. Numerical results show that the maximum stress of the section is lower than the strength limit of the material, and the section will not be broken with the static loads.展开更多
My investigation will serve two purposes. First, I shall investigate the function of the subclauses in the corpus in relation to their complexity, and I shall establish whether there is a correlation between sentence ...My investigation will serve two purposes. First, I shall investigate the function of the subclauses in the corpus in relation to their complexity, and I shall establish whether there is a correlation between sentence length and sentence complexity.Second, I shall analyse the complexity of the subclauses collected from the two sections and compare the results from these sections, focusing on finite subclauses and non-finite subclauses. I hope to be able to point out some differences in style between the news and sports sections concerning the use of subordinate clauses in various syntactic functions in order to examine how the choice of linguistic structures differs in different sections of The Times.展开更多
The response displacement method(RDM)is recommended for the seismic analysis of underground structures in the transverse direction for many codes,including bases for design of structures-seismic actions for designing ...The response displacement method(RDM)is recommended for the seismic analysis of underground structures in the transverse direction for many codes,including bases for design of structures-seismic actions for designing geotechnical works(ISO 23469)and code for seismic design of urban rail transit structures(GB 50909-2014).However,there are some obvious limitations in the application of RDM.Springs and the shear stress of the soil could be approximately evaluated for the structures having a simple cross section,such as rectangular and circular structures.It is necessary to propose simplified seismic analysis methods for structures with complex cross sections.This paper refers to the idea of RDM and proposes three generalized response displacement methods(GRDM).In GRDM1,a part of the soil surrounding a structure is selected to generate a generalized underground structure with a rectangular cross section,and the same analysis model as RDM is applied to analyze the responses of the structure.In GRDM2,a hollow soil model without a generalized structure is used to compute the equivalent load caused by the relative displacement of the soil,and the soil-structure interaction model is applied to calculate the responses of the structure.In GRDM3,a continuous soil model is applied to compute the equivalent load caused by the relative displacement and shear stress of the soil,and the soil-structure interaction model is applied to analyze the responses of the structure,which is the same as the model used in GRDM2.The time-history analysis method(THAM)is used to evaluate the accuracy of the proposed simplified methods.Results show that the error of GRDM1 is about 20%,while the error is only 5%for GRDM2 and GRDM3.Among the three proposed methods,GRDM3 has obvious advantages regarding calculation efficiency and accuracy.Therefore,it is recommended to use GRDM3 for the seismic response analysis of underground structures that have conventional simple or complex cross sections.展开更多
The Funk＇s section theorem in the n-complex space Cn is investigated. It turns out that this theorem does not admit an extension for the class of general origin-symmetric star bodies in Cn but for a class of star bod...The Funk＇s section theorem in the n-complex space Cn is investigated. It turns out that this theorem does not admit an extension for the class of general origin-symmetric star bodies in Cn but for a class of star bodies called generalized complex intersection bodies. A quasi-version of Funk＇s section theorem in Cn is established then.展开更多
OBJECTIVE:To assess the relationship between disease symptoms and traditional Chinese medicine (TCM) syndrome (Zheng) in rheumatoid arthritis (RA) patients.METHODS:RA Patients were recruited in Guang'anmen Hospita...OBJECTIVE:To assess the relationship between disease symptoms and traditional Chinese medicine (TCM) syndrome (Zheng) in rheumatoid arthritis (RA) patients.METHODS:RA Patients were recruited in Guang'anmen Hospital,China Academy of Chinese Medical Sciences and in the Second Affiliated Hospital of Zhejiang Chinese Medical University,and diagnosed with a particular RA Zheng from their symptoms.Demographic characteristics,self-reported symptoms,and blood samples were collected from patients.All data were input into EpiData and analyzed using SPSS software.RESULTS:The study included 302 RA patients (age range:18-86 years).All patients were Chinese,and 85.1% were women.Cold and fatigue triggers were reported by 8.6% of patients,followed by triggers such as childbirth (4.3%),cold (3.0%),dampness (2.0%),menopause (1.3%),and psychentonia (0.7%).The most prevalent Zheng was dampness and heat blockage (Shire Yuzu in Chinese,SRYZ),diagnosed in 39.4% of patients (119),followed by phlegm and stagnation blockage (Tanyu Bizu,TYBZ) in 21.5%,liver and kidney deficiency (Ganshen Buzu,GSBZ) in 18.5%,dual deficiency of Qi and blood (Qixue Liangxu,QXLX) in 9.6%,cold and dampness blockage (Hanshi Bizu,HSBZ) in 6%,and wind and dampness blockage (Fengshi Bizu,FSBZ) in 5%.Increased length of time since RA diagnosis was associated with the GSBZ group.Patients diagnosed with the SRYZ Zheng had the highest disease activity score.Patients diagnosed with the QXLX Zheng had the lowest blood platelet counts;patients diagnosed with the QXLX and HSBZ Zhengs had lower C-reactive protein levels and lower health assessment questionnaire scores.Patients diagnosed with the GSBZ and QXLX Zhengs had the highest health assessment questionnaire scores.CONCLUSION:The specific Zheng was related to RA characteristics.The findings suggest that eliminating dampness,cooling the patient,and promoting blood circulation may assist in treating severe RA.展开更多
A new anisotropic potential is fitted to ab initio data. The close-coupling approach is utilized to calculate state-tostate rotational excitation partial wave cross sections for elastic and inelastic collisions of He ...A new anisotropic potential is fitted to ab initio data. The close-coupling approach is utilized to calculate state-tostate rotational excitation partial wave cross sections for elastic and inelastic collisions of He atom with HBr molecule based on the fitted potential. The calculation is performed separately at the incident energies： 75, 100 and 200 meV.The tendency of the elastic and inelastic rotational excitation partial wave cross sections varying with total angular quantum number J is obtained.展开更多
基金Project supported by the Department of Education of Zhejiang Province (No.Y200804537)the Zhejiang University Zijin Project,and the Zhejiang College of Construction (No.200914), China
文摘A numerical investigation of thin-walled complex section steel columns with intermediate stiffeners was performed using finite element analysis. An accurate and reliable finite element model was developed and verified against test results. Veri-fication indicates that the model could predict the ultimate strengths and failure modes of the tested columns with reasonable accuracy. Therefore,the developed model was used for the parametric study. In addition,the effect of geometric imperfection on column ultimate strength and the effect of boundary conditions on the elastic distortional buckling of complex section columns were investigated. An equation for the elastic distortional buckling load of fixed-ended columns having different column lengths was proposed. The elastic distortional buckling load obtained from the proposed equation was used in the direct strength method to calculate the column ultimate strength. Generally,it is shown that the proposed design equation conservatively predicted the ultimate strengths of complex section columns with different column lengths.
文摘A static finite element analysis (FEA) of an impulsive controller section is presented. The boundary condition and a part of the loads are applied. Considering the grades of the stress around the holes being large, the dense grids are adjusted accordingly. Four cases with different loads are compared, thus the influences of different loads on the section are analyzed. Numerical results show that the maximum stress of the section is lower than the strength limit of the material, and the section will not be broken with the static loads.
文摘My investigation will serve two purposes. First, I shall investigate the function of the subclauses in the corpus in relation to their complexity, and I shall establish whether there is a correlation between sentence length and sentence complexity.Second, I shall analyse the complexity of the subclauses collected from the two sections and compare the results from these sections, focusing on finite subclauses and non-finite subclauses. I hope to be able to point out some differences in style between the news and sports sections concerning the use of subordinate clauses in various syntactic functions in order to examine how the choice of linguistic structures differs in different sections of The Times.
基金National Natural Science Foundation of China under Grant No.52108453Natural Science Foundation of Jiangxi Province of China under Grant No.20212BAB214014+1 种基金National Key R&D Program of China under Grant No.2018YFC1504305Joint Funds of the National Natural Science Foundation of China under Grant No.U1839201。
文摘The response displacement method(RDM)is recommended for the seismic analysis of underground structures in the transverse direction for many codes,including bases for design of structures-seismic actions for designing geotechnical works(ISO 23469)and code for seismic design of urban rail transit structures(GB 50909-2014).However,there are some obvious limitations in the application of RDM.Springs and the shear stress of the soil could be approximately evaluated for the structures having a simple cross section,such as rectangular and circular structures.It is necessary to propose simplified seismic analysis methods for structures with complex cross sections.This paper refers to the idea of RDM and proposes three generalized response displacement methods(GRDM).In GRDM1,a part of the soil surrounding a structure is selected to generate a generalized underground structure with a rectangular cross section,and the same analysis model as RDM is applied to analyze the responses of the structure.In GRDM2,a hollow soil model without a generalized structure is used to compute the equivalent load caused by the relative displacement of the soil,and the soil-structure interaction model is applied to calculate the responses of the structure.In GRDM3,a continuous soil model is applied to compute the equivalent load caused by the relative displacement and shear stress of the soil,and the soil-structure interaction model is applied to analyze the responses of the structure,which is the same as the model used in GRDM2.The time-history analysis method(THAM)is used to evaluate the accuracy of the proposed simplified methods.Results show that the error of GRDM1 is about 20%,while the error is only 5%for GRDM2 and GRDM3.Among the three proposed methods,GRDM3 has obvious advantages regarding calculation efficiency and accuracy.Therefore,it is recommended to use GRDM3 for the seismic response analysis of underground structures that have conventional simple or complex cross sections.
文摘The Funk＇s section theorem in the n-complex space Cn is investigated. It turns out that this theorem does not admit an extension for the class of general origin-symmetric star bodies in Cn but for a class of star bodies called generalized complex intersection bodies. A quasi-version of Funk＇s section theorem in Cn is established then.
基金Supported by the National Key Basic Research Program of China(973 Program,No.2014CB543001)the Twelfth Five-Year National Science and Technology Support Program(No.2013BAI02B06)
文摘OBJECTIVE:To assess the relationship between disease symptoms and traditional Chinese medicine (TCM) syndrome (Zheng) in rheumatoid arthritis (RA) patients.METHODS:RA Patients were recruited in Guang'anmen Hospital,China Academy of Chinese Medical Sciences and in the Second Affiliated Hospital of Zhejiang Chinese Medical University,and diagnosed with a particular RA Zheng from their symptoms.Demographic characteristics,self-reported symptoms,and blood samples were collected from patients.All data were input into EpiData and analyzed using SPSS software.RESULTS:The study included 302 RA patients (age range:18-86 years).All patients were Chinese,and 85.1% were women.Cold and fatigue triggers were reported by 8.6% of patients,followed by triggers such as childbirth (4.3%),cold (3.0%),dampness (2.0%),menopause (1.3%),and psychentonia (0.7%).The most prevalent Zheng was dampness and heat blockage (Shire Yuzu in Chinese,SRYZ),diagnosed in 39.4% of patients (119),followed by phlegm and stagnation blockage (Tanyu Bizu,TYBZ) in 21.5%,liver and kidney deficiency (Ganshen Buzu,GSBZ) in 18.5%,dual deficiency of Qi and blood (Qixue Liangxu,QXLX) in 9.6%,cold and dampness blockage (Hanshi Bizu,HSBZ) in 6%,and wind and dampness blockage (Fengshi Bizu,FSBZ) in 5%.Increased length of time since RA diagnosis was associated with the GSBZ group.Patients diagnosed with the SRYZ Zheng had the highest disease activity score.Patients diagnosed with the QXLX Zheng had the lowest blood platelet counts;patients diagnosed with the QXLX and HSBZ Zhengs had lower C-reactive protein levels and lower health assessment questionnaire scores.Patients diagnosed with the GSBZ and QXLX Zhengs had the highest health assessment questionnaire scores.CONCLUSION:The specific Zheng was related to RA characteristics.The findings suggest that eliminating dampness,cooling the patient,and promoting blood circulation may assist in treating severe RA.
基金Project supported by the National Natural Science Foundation of China （Grant Nos 10574096,10676025） and the Natural Science Foundation of Education Bureau of Anhui Province, China.
文摘A new anisotropic potential is fitted to ab initio data. The close-coupling approach is utilized to calculate state-tostate rotational excitation partial wave cross sections for elastic and inelastic collisions of He atom with HBr molecule based on the fitted potential. The calculation is performed separately at the incident energies： 75, 100 and 200 meV.The tendency of the elastic and inelastic rotational excitation partial wave cross sections varying with total angular quantum number J is obtained.
