The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achiev...The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achieved by controlling the deformations of the structure. Damage and deformation are closely related concepts since the control of deformations also controls the damage. The design method of applying artificial compression to the ends of all longitudinal reinforced concrete walls and, at the same time, connecting the ends of the walls to the ground using ground anchors placed at the depths of the boreholes, transfers the inertial stresses of the structure in the ground, which reacts as an external force in the structure’s response to seismic displacements. The wall with the artificial compression acquires dynamic, larger active cross-section and high axial and torsional stiffness, preventing all failures caused by inelastic deformation. By connecting the ends of all walls to the ground, we control the eigenfrequency of the structure and the ground during each seismic loading cycle, preventing inelastic displacements. At the same time, we ensure the strong bearing capacity of the foundation soil and the structure. By designing the walls correctly and placing them in proper locations, we prevent the torsional flexural buckling that occurs in asymmetrical floor plans, and metal and tall structures. Compression of the wall sections at the ends and their anchoring to the ground mitigates the transfer of deformations to the connection nodes, strengthens the wall section in terms of base shear force and shear stress of the sections, and increases the strength of the cross-sections to the tensile at the ends of the walls by introducing counteractive forces. The use of tendons within the ducts prevents longitudinal shear in the overlay concrete, while anchoring the walls to the foundation not only dissipates inertial forces to the ground but also prevents rotation of the walls, thus maintaining the structural integrity of the beams. The prestressing at the bilateral ends of the walls restores the structure to its original position even inelastic displacements by closing the opening of the developing cracks.展开更多
Through the survey of ancient residences on the Central Plain of China, several ancient residences have been selected as typical cases. By combining with residential features of watchtower, characteristics of these re...Through the survey of ancient residences on the Central Plain of China, several ancient residences have been selected as typical cases. By combining with residential features of watchtower, characteristics of these residences have been analyzed carefully. In order to reasonably illustrate anti-seismic value of watchtower-like residences, their characteristics have been concluded in the perspective of plane form, structural arrangement, and anti-seismic construction measures. The plane form is of tower; the plane and vertical surfaces are regular and even; the wall's thickness is reasonable, and doors and windows are few and small; and bonded stone has been set in the wall, resisting compression.展开更多
In general,the material properties,loads,resistance of the prestressed concrete continuous rigid frame bridge in different construction stages are time-varying.So,it is essential to monitor the internal force state wh...In general,the material properties,loads,resistance of the prestressed concrete continuous rigid frame bridge in different construction stages are time-varying.So,it is essential to monitor the internal force state when the bridge is in construction.Among them,how to assess the safety is one of the challenges.As the continuous monitoring over a long-term period can increase the reliability of the assessment,so,based on a large number of monitored strain data collected from the structural health monitoring system(SHMS)during construction,a calculation method of the punctiform time-varying reliability is proposed in this paper to evaluate the stress state of this type bridge in cantilever construction stage by using the basic reliability theory.At the same time,the optimal stress distribution function in the bridge mid-span base plate is determined when the bridge is closed.This method can provide basis and direction for the internal force control of this type bridge in construction process.So,it can reduce the bridge safety and quality accidents in construction stages.展开更多
In general, of construction projects, utility anti-seismic technologies, such as hydraulic tie rod or tie rod structural vibration control system, assess efficiency and safety in node structures from earthquakes risk....In general, of construction projects, utility anti-seismic technologies, such as hydraulic tie rod or tie rod structural vibration control system, assess efficiency and safety in node structures from earthquakes risk. According the building construction framework, we exanimate, with experiments, the mechanism of reaction and a patent idea of anti-seismic system with potential conclusions, through using different methods, such as of horizontal seismic insulation, design with elongated rigid columns and design columns without ductility. We provide that we made strong foundation in earthquakes, solar-wind and utility power structural systems and tornados effects in lightweight constructions. We suggest that may fix to existing or under design construction like bridges.展开更多
目的探讨上肢动作研究测试(action research arm test,ARAT)量表应用于亚急性期缺血性卒中患者上肢及手功能障碍评定的效度、信度和敏感性。方法本研究招募2020年1月—2022年5月于首都医科大学附属北京天坛医院等17家医院住院的300例缺...目的探讨上肢动作研究测试(action research arm test,ARAT)量表应用于亚急性期缺血性卒中患者上肢及手功能障碍评定的效度、信度和敏感性。方法本研究招募2020年1月—2022年5月于首都医科大学附属北京天坛医院等17家医院住院的300例缺血性卒中患者,并由两名评定者分别对受试者进行ARAT量表评估。同时以Fugl-Meyer运动功能评定量表上肢部分(Fugl-Meyer assessment-upper extremity,FMA-UE)作为效标。分别采用Spearman相关分析及验证性因子分析评价ARAT量表的效标效度及结构效度;采用Cronbach’sα系数及组内相关系数评价ARAT量表的内部信度、敏感性及外部信度。结果以FMA-UE为效标,ARAT量表总分与其总分呈正相关(r=0.946,P<0.001)。结构效度检验中,验证性因子分析结果表明:因子间相关系数范围为0.79~0.92,模型整体拟合指标为χ^(2)/df=7.011,P=0.001,比较拟合指数=0.906,增值拟合指数=0.907,规范拟合指数=0.895,近似误差均方根=0.055。各因子的组合信度值在0.964~0.983,各因子的平均变异抽取量在0.940~0.952。内部一致性检验中,评分等级的Cronbach’sα系数为0.987,敏感性分析中,Cronbach’sα系数在0.986~0.987。外部一致性检验中,两名评定者间的组内相关系数最高为0.999,95%CI集中于0.961~0.999。结论ARAT量表具有良好的效标效度、结构效度、信度和敏感性,适用于亚急性期缺血性卒中患者偏瘫侧上肢及手功能的评估。展开更多
文摘The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achieved by controlling the deformations of the structure. Damage and deformation are closely related concepts since the control of deformations also controls the damage. The design method of applying artificial compression to the ends of all longitudinal reinforced concrete walls and, at the same time, connecting the ends of the walls to the ground using ground anchors placed at the depths of the boreholes, transfers the inertial stresses of the structure in the ground, which reacts as an external force in the structure’s response to seismic displacements. The wall with the artificial compression acquires dynamic, larger active cross-section and high axial and torsional stiffness, preventing all failures caused by inelastic deformation. By connecting the ends of all walls to the ground, we control the eigenfrequency of the structure and the ground during each seismic loading cycle, preventing inelastic displacements. At the same time, we ensure the strong bearing capacity of the foundation soil and the structure. By designing the walls correctly and placing them in proper locations, we prevent the torsional flexural buckling that occurs in asymmetrical floor plans, and metal and tall structures. Compression of the wall sections at the ends and their anchoring to the ground mitigates the transfer of deformations to the connection nodes, strengthens the wall section in terms of base shear force and shear stress of the sections, and increases the strength of the cross-sections to the tensile at the ends of the walls by introducing counteractive forces. The use of tendons within the ducts prevents longitudinal shear in the overlay concrete, while anchoring the walls to the foundation not only dissipates inertial forces to the ground but also prevents rotation of the walls, thus maintaining the structural integrity of the beams. The prestressing at the bilateral ends of the walls restores the structure to its original position even inelastic displacements by closing the opening of the developing cracks.
基金Supported by Project of Department of Education of Henan Province of 2008 (20008A560007)~~
文摘Through the survey of ancient residences on the Central Plain of China, several ancient residences have been selected as typical cases. By combining with residential features of watchtower, characteristics of these residences have been analyzed carefully. In order to reasonably illustrate anti-seismic value of watchtower-like residences, their characteristics have been concluded in the perspective of plane form, structural arrangement, and anti-seismic construction measures. The plane form is of tower; the plane and vertical surfaces are regular and even; the wall's thickness is reasonable, and doors and windows are few and small; and bonded stone has been set in the wall, resisting compression.
文摘In general,the material properties,loads,resistance of the prestressed concrete continuous rigid frame bridge in different construction stages are time-varying.So,it is essential to monitor the internal force state when the bridge is in construction.Among them,how to assess the safety is one of the challenges.As the continuous monitoring over a long-term period can increase the reliability of the assessment,so,based on a large number of monitored strain data collected from the structural health monitoring system(SHMS)during construction,a calculation method of the punctiform time-varying reliability is proposed in this paper to evaluate the stress state of this type bridge in cantilever construction stage by using the basic reliability theory.At the same time,the optimal stress distribution function in the bridge mid-span base plate is determined when the bridge is closed.This method can provide basis and direction for the internal force control of this type bridge in construction process.So,it can reduce the bridge safety and quality accidents in construction stages.
文摘In general, of construction projects, utility anti-seismic technologies, such as hydraulic tie rod or tie rod structural vibration control system, assess efficiency and safety in node structures from earthquakes risk. According the building construction framework, we exanimate, with experiments, the mechanism of reaction and a patent idea of anti-seismic system with potential conclusions, through using different methods, such as of horizontal seismic insulation, design with elongated rigid columns and design columns without ductility. We provide that we made strong foundation in earthquakes, solar-wind and utility power structural systems and tornados effects in lightweight constructions. We suggest that may fix to existing or under design construction like bridges.
文摘目的探讨上肢动作研究测试(action research arm test,ARAT)量表应用于亚急性期缺血性卒中患者上肢及手功能障碍评定的效度、信度和敏感性。方法本研究招募2020年1月—2022年5月于首都医科大学附属北京天坛医院等17家医院住院的300例缺血性卒中患者,并由两名评定者分别对受试者进行ARAT量表评估。同时以Fugl-Meyer运动功能评定量表上肢部分(Fugl-Meyer assessment-upper extremity,FMA-UE)作为效标。分别采用Spearman相关分析及验证性因子分析评价ARAT量表的效标效度及结构效度;采用Cronbach’sα系数及组内相关系数评价ARAT量表的内部信度、敏感性及外部信度。结果以FMA-UE为效标,ARAT量表总分与其总分呈正相关(r=0.946,P<0.001)。结构效度检验中,验证性因子分析结果表明:因子间相关系数范围为0.79~0.92,模型整体拟合指标为χ^(2)/df=7.011,P=0.001,比较拟合指数=0.906,增值拟合指数=0.907,规范拟合指数=0.895,近似误差均方根=0.055。各因子的组合信度值在0.964~0.983,各因子的平均变异抽取量在0.940~0.952。内部一致性检验中,评分等级的Cronbach’sα系数为0.987,敏感性分析中,Cronbach’sα系数在0.986~0.987。外部一致性检验中,两名评定者间的组内相关系数最高为0.999,95%CI集中于0.961~0.999。结论ARAT量表具有良好的效标效度、结构效度、信度和敏感性,适用于亚急性期缺血性卒中患者偏瘫侧上肢及手功能的评估。
