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Effect of varying spatial orientations on build time requirements for FDM process: A case study 被引量:1
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作者 Sandeep Rathee Manu Srivastava +1 位作者 Sachin Maheshwari Arshad Noor Siddiquee 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2017年第2期92-100,共9页
In this research, effect of varying spatial orientations on the build time requirements for fused deposition modelling process is studied. Constructive solid geometry cylindrical primitive is taken as work piece and m... In this research, effect of varying spatial orientations on the build time requirements for fused deposition modelling process is studied. Constructive solid geometry cylindrical primitive is taken as work piece and modeling is accomplished for it. Response surface methodology is used to design the experiments and obtain statistical models for build time requirements corresponding to different orientations of the given primitive in modeller build volume. Contour width, air gap, slice height, raster width, raster angle and angle of orientation are treated as process parameters. Percentage contribution of individual process parameter is found to change for build time corresponding to different spatial orientations. Also, the average of build time requirement changes with spatial orientation. This paper attempts to clearly discuss and describe the observations with an aim to develop a clear understanding of effect of spatial variations on the build time for Fused Deposition Modelling process. This work is an integral part of process layout optimization and these results can effectively aid designers specially while tackling nesting issues. 展开更多
关键词 FUSED deposition modeling Spatial orientation PROCESS parameters Response Surface Methodology build time
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A Layer-Stripping Method for 3D Near-Surface Velocity Model Building Using Seismic First-Arrival Times 被引量:7
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作者 Taikun Shi Jianzhong Zhang +1 位作者 Zhonglai Huang Changkun Jin 《Journal of Earth Science》 SCIE CAS CSCD 2015年第4期502-507,共6页
In order to improve the efficiency of 3D near-surface velocity model building, we develop a layer-stripping method using seismic first-arrival times. The velocity model within a Common Mid-Point (CMP) gather is assu... In order to improve the efficiency of 3D near-surface velocity model building, we develop a layer-stripping method using seismic first-arrival times. The velocity model within a Common Mid-Point (CMP) gather is assumed to be stratified into thin layers, and the velocity of each layer var- ies linearly with depth. The thickness and velocity of the top layer are estimated using minimum-offset first-arrival data in a CMP gather. Then the top layer is stripped and the second layer becomes a new top layer. After removing the effect of the top layer from the former first-arrival data, the new first-arrival data are obtained and then used to estimate the parameters of the second layer. In this manner, the velocity model, being regarded as that at a CMP location, is built layer-by-layer from the top to the bottom. A 3D near-surface velocity model is then formed using the velocity models at all CMP locations. The tests on synthetic and observed seismic data show that the layer-stripping method can be used to build good near-surface velocity models for static correction, and its computation speed is approximately hundred times faster than that of grid tomography. 展开更多
关键词 first-arrival time layer-stripping NEAR-SURFACE velocity model building static correction.
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Real-time Visualization of Urban with Gigantic Amount of Detailed Buildings
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作者 YANG Fei-yu LI Sheng +1 位作者 WANG Shao-rong WANG Guo-ping 《Computer Aided Drafting,Design and Manufacturing》 2015年第1期22-27,共6页
Complex urban scenery is generally composed of gigantic amount of detailed buildings, efficient representation and rendering are essential for its visualization. We present an accelerating method for urban visualizati... Complex urban scenery is generally composed of gigantic amount of detailed buildings, efficient representation and rendering are essential for its visualization. We present an accelerating method for urban visualization. Our approach can optimize the organization of models in accordance with the quadtree based terrain, which makes the parallelization easier. Through minimizing the draw call within one rendering process, our approach can reduce the time cost of each frame and improve the framerate greatly. Hereby, our system can handle large-scale detailed models with high diversity and also can afford the ability to adjust the rendering strategy automatically according to the state of the hardware. 展开更多
关键词 urban visualization ACCELERATION REAL-time detailed buildings
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Building cooling by night-time ventilation
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作者 卢军 王曦 甘灵丽 《Journal of Central South University》 SCIE EI CAS 2009年第S1期84-88,共5页
Nowadays,the world is short of energy source,and larger proportion of building energy consumption is occupied by air conditioning system. It is urgent that not only importance should be attached on energy saving but a... Nowadays,the world is short of energy source,and larger proportion of building energy consumption is occupied by air conditioning system. It is urgent that not only importance should be attached on energy saving but also arcology energy technology based on green and sustainable thought should be advocated. Considering the ever growing energy consumption of residential buildings,intermittent ventilation is a solution to saving energy consumption and improving indoor thermal comfort. Aiming at reducing indoor air temperature by intermittent ventilation and decrease energy consumption of air conditioning system,with the help of DeST (Designer's Simulation Toolkit) this paper analyzes the characteristics of air conditioning load and year round air conditioning time in Chongqing located in hot summer and cold winter zone,obtains the amount of energy consumption saved at different ventilation rates,and recommends suitable ventilation rate in hot summer and cold winter zone. 展开更多
关键词 RESIDENTIAL building INTERMITTENT ventilation AIR CONDITIONING LOAD AIR CONDITIONING time
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Performance analysis of thermal storage unit with possible nano enhanced phase change material in building cooling applications
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作者 Solomon G Ravikumar Ravikumar T S +1 位作者 Raj V Antony Aroul Velraj R 《储能科学与技术》 CAS 2013年第2期91-102,共12页
The heat transfer performance of the phase change materials used in free cooling and air conditioning applications is low,due to the poor thermal conductivity of the materials.The recent phenomenal advancement in nano... The heat transfer performance of the phase change materials used in free cooling and air conditioning applications is low,due to the poor thermal conductivity of the materials.The recent phenomenal advancement in nano technology provides an opportunity for an appreciable enhancement in the thermal conductivity of the phase change materials.In order to explore the possibilities of using nano technology for various applications,a detailed parametric study is carried out,to analyse the heat transfer enhancement potential with the thermal conductivity of the conventional phase change materials and nano enhanced phase change materials under various flow conditions of the heat transfer fluid.Initially,the theoretical equation,used to determine the time for outward cylindrical solidification of the phase change material,is validated with the experimental results.It is inferred from the parametric studies,that for paraffinic phase change materials with air as the heat transfer fluid,the first step should be to increase the heat transfer coefficient to the maximum extent,before making any attempt to increase the thermal conductivity of the phase change materials,with the addition of nano particles.When water is used as the phase change material,the addition of nano particles is recommended to achieve better heat transfer,when a liquid is used as the heat transfer fluid. 展开更多
关键词 thermal storage phase change material nano particle solidification time building cooling doi.3969/j.issn.2095-4239.2013.02.002 CLC number:TK 51 Document code:A Article ID-4239(2013)02-091-12
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Design method of multiple time-delay controller for active structural vibration control
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作者 陈龙祥 蔡国平 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2009年第11期1405-1414,共10页
An optimal control method for seismic-excited building structures with multiple time delays is investigated in this paper. The system state equation with multiple time delays is discretized and transformed into a stan... An optimal control method for seismic-excited building structures with multiple time delays is investigated in this paper. The system state equation with multiple time delays is discretized and transformed into a standard discrete form without any explicit time delay by a particular augmenting for state variables. A time-delay controller is then designed based on this standard equation using the discrete optimal control method. Effectiveness of the proposed controller is demonstrated by numerical simulations. Simulation results indicate that a very small time delay may result in the instability of the control system if it is not compensated in the control design. Time delay may be compensated effectively by the proposed controller, in the mean time, an effective control may be obtained. The proposed controller is valid for both small and large time delays. 展开更多
关键词 building structures active control multiple time delays
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基于Midas Building软件的某超限结构抗震性能研究 被引量:2
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作者 徐秀凤 孔子昂 《工程抗震与加固改造》 北大核心 2018年第6期81-88,共8页
本文采用Midas Building软件对某楼板不连续、扭转及凹凸不规则的超限框剪结构进行抗震性能研究,文中首先将Midas模型与PKPM模型得到的周期、位移及基底剪力的结果进行对比,以验证Midas模型的正确性,从而对此结构进行中震及大震下的弹... 本文采用Midas Building软件对某楼板不连续、扭转及凹凸不规则的超限框剪结构进行抗震性能研究,文中首先将Midas模型与PKPM模型得到的周期、位移及基底剪力的结果进行对比,以验证Midas模型的正确性,从而对此结构进行中震及大震下的弹塑性时程分析。分析表明:结构在中震和大震时,层间位移角最大值分别为0.00177和0.00373,满足性能目标的要求;支撑在各工况下只发生轻微开裂并未屈服,加强区首层框架柱在大震和中震下有57%和35%发生屈服但仍留有足够的安全储备,加强区首层剪力墙边缘约束构件有71.2%发生屈服,但损伤较为分散且均匀,可知各构件均满足性能目标的要求。 展开更多
关键词 MIDAS buildING 超限框剪结构 时程分析
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考虑时变水位的堰塞坝上游淹没经济损失分析:以唐家山堰塞坝为例
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作者 李博 白泽文 +3 位作者 孙蕊 彭铭 石振明 季思同 《地球科学》 北大核心 2025年第10期3873-3884,共12页
堰塞坝形成引发的上游回水淹没常导致建筑物等固定资产严重损毁.由于上游水位的动态变化特性,传统损失评估方法存在显著不确定性.为此,提出一种融合淹没深度与持续时间影响的动态水位淹没损失评估方法.以唐家山堰塞坝为例,首先利用时间... 堰塞坝形成引发的上游回水淹没常导致建筑物等固定资产严重损毁.由于上游水位的动态变化特性,传统损失评估方法存在显著不确定性.为此,提出一种融合淹没深度与持续时间影响的动态水位淹没损失评估方法.以唐家山堰塞坝为例,首先利用时间序列分析与DABA模型模拟水位动态变化过程,进而构建建筑物在不同时序水深条件下的双因素(水深-历时)易损性函数,最终实现经济损失的量化评估.结果表明:海拔高程是决定建筑物受淹时序的关键因素,而地形类型与泄洪速度则主导了损失累积速率及其空间分布格局.平坦低程区(如漩坪乡)在淹没初期(前100 h)损失急剧累积,而斜坡高程区(如禹里镇)则呈现缓慢线性增长趋势.人工开挖泄流槽工程可显著降低斜坡区的总损失(如禹里镇损失减少约40%),但对低洼地区的减灾效果有限.相较于固定水位模型,提出的时变水位模型在地形复杂区域的损失评估精度更高.人工干预泄洪相比自然溃坝模式展现出显著的减灾效益.本研究为堰塞坝上游淹没经济损失的动态评估提供了理论依据与技术路径,并为应急处置工程决策提供了量化支持工具. 展开更多
关键词 堰塞坝 淹没损失 时变水位 建筑物易损性 时间序列 DABA模型 工程地质学
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Reduced order observer based identification of base isolated buildings 被引量:2
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作者 Satish Nagarajaiah Prasad Dharap 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2003年第2期237-244,共8页
The objective of this study is to identify system parameters from the recorded response of base isolated buildings,such as USC hospital building,during the 1994 Northridge earthquake.Full state measurements are not av... The objective of this study is to identify system parameters from the recorded response of base isolated buildings,such as USC hospital building,during the 1994 Northridge earthquake.Full state measurements are not available for identification.Additionally,the response is nonlinear due to the yielding of the lead-rubber bearings.Two new approaches are presented in this paper to solve the aforementioned problems.First,a reduced order observer is used to estimate the unmeasured states.Second,a least squares technique with time segments is developed to identify the piece-wise linear system properties.The observer is used to estimate the initial conditions needed for the time segmented identification.A series of equivalent linear system parameters are identified in different time segments.It is shown that the change in system parameters,such as frequencies and damping ratios,due to nonlinear behavior of the lead-rubber bearings,are reliably estimated using the presented technique.It is shown that the response was reduced due to yielding of the lead-rubber bearings and period lengthening. 展开更多
关键词 use hospital building base isolation least squares system identification time segments reduced order observer Northridge earthquake
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Modified consecutive modal pushover procedure for seismic investigation of one-way asymmetric-plan tall buildings 被引量:4
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作者 Faramarz Khoshnoudian Mahdi Kiani 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2012年第2期221-232,共12页
The effects of higher modes and torsion have a significant impact on the seismic responses of asymmetric-plan tall buildings. A consecutive modal pushover (CMP) procedure is one of the pushover methods that have been ... The effects of higher modes and torsion have a significant impact on the seismic responses of asymmetric-plan tall buildings. A consecutive modal pushover (CMP) procedure is one of the pushover methods that have been developed to consider these effects. The aim of this paper is to modify the (CMP) analysis procedure to estimate the seismic demands of one-way asymmetric-plan tall buildings with dual systems. An analysis of 10-, 15- and 20-story asymmetric-plan buildings is carried out, and the results from the modified consecutive modal pushover (MCMP) procedure are compared with those obtained from the modal pushover analysis (MPA) procedure and the nonlinear time history analysis (NLTHA). The MCMP estimates of the seismic demands of one-way asymmetric-plan buildings demonstrate a reasonable accuracy, compared to the results obtained from the NLTHA. Furthermore, the accuracy of the MCMP procedure in the prediction of plastic hinge rotations is better than the MPA procedure. The new pushover procedure is also more accurate than the FEMA load distribution and the MPA procedure. 展开更多
关键词 modified consecutive modal pushover seismic demands nonlinear time history analysis asymmetric-plan tall buildings TORSION
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Feasibility Study of Parameter Identification Method Based on Symbolic Time Series Analysis and Adaptive Immune Clonal Selection Algorithm 被引量:1
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作者 Rongshuai Li Akira Mita Jin Zhou 《Open Journal of Civil Engineering》 2012年第4期198-205,共8页
The feasibility of a parameter identification method based on symbolic time series analysis (STSA) and the adaptive immune clonal selection algorithm (AICSA) is studied. Data symbolization by using STSA alleviates the... The feasibility of a parameter identification method based on symbolic time series analysis (STSA) and the adaptive immune clonal selection algorithm (AICSA) is studied. Data symbolization by using STSA alleviates the effects of harmful noise in raw acceleration data. The effect of the parameters in STSA is theoretically evaluated and numerically verified. AICSA is employed to minimize the error between the state sequence histogram (SSH) that is transformed from raw acceleration data by STSA. The proposed methodology is evaluated by comparing it with AICSA using raw acceleration data. AICSA combining STSA is proved to be a powerful tool for identifying unknown parameters of structural systems even when the data is contaminated with relatively large amounts of noise. 展开更多
关键词 STRUCTURAL HEALTH Monitoring CLONAL SELECTION Algorithm SYMBOLIC time Series Analysis Adaptive IMMUNE building Structures
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职业本科教育发展的时代之应与顺势而为 被引量:3
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作者 曾天山 《职教论坛》 北大核心 2025年第6期29-39,共11页
教因产而生、产因教而旺,这是产教融合发展的内在规律。实践表明,高质量发展需要高技能人才支撑,职业本科教育应需而生,得益于新技术推动产业转型升级和经济结构调整的不断加快。职业本科教育应运而兴,满足了人民群众“上好学、就好业... 教因产而生、产因教而旺,这是产教融合发展的内在规律。实践表明,高质量发展需要高技能人才支撑,职业本科教育应需而生,得益于新技术推动产业转型升级和经济结构调整的不断加快。职业本科教育应运而兴,满足了人民群众“上好学、就好业”的需求。职业本科教育应时而进,满足了教育强国背景下职业教育自身发展增强适应性的需要。面向未来,职业本科教育要顺势而为,以彰显高技能人才培养的不可替代性,探索职业本科教育的空间拓展路径,实现服务国家战略需求的核心价值。 展开更多
关键词 职业本科教育 时代之应 高质量发展 教育强国
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基于ORB-SLAM3视觉与惯导融合的煤矿机器人定位算法研究 被引量:3
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作者 陈伟 巫帅达 +2 位作者 田子建 张帆 刘毅 《煤炭科学技术》 北大核心 2025年第S1期297-307,共11页
针对煤矿井下空间狭窄、光线昏暗且严重不均匀使矿井图像存在照度低、纹理稀疏、颜色失真等缺陷,严重影响了视觉SLAM特征点提取匹配结果,导致定位性能急剧下降,提出1种基于改进ORB-SLAM3算法的煤矿移动机器人单目视觉定位算法。首先对OR... 针对煤矿井下空间狭窄、光线昏暗且严重不均匀使矿井图像存在照度低、纹理稀疏、颜色失真等缺陷,严重影响了视觉SLAM特征点提取匹配结果,导致定位性能急剧下降,提出1种基于改进ORB-SLAM3算法的煤矿移动机器人单目视觉定位算法。首先对ORB-SLAM3定位算法进行改进,在前端特征点提取(ORB)算法的基础上引入了直方图均衡化、非极大值抑制法、自适应阈值法以及基于四叉树策略的特征点均匀化性质;然后在特征点匹配工作中,引入了基于图像金字塔的LK光流法,减少优化的迭代次数,在特征点匹配完成后加入RANSAC算法去除误匹配的特征点,提高特征点的匹配准确率。在后端通过三角测量的方法,得到像素的深度信息,将2D-2D位姿求解问题转化成3D-2D(pnp)位姿求解问题。根据视觉惯导紧耦合的原理,通过融合视觉残差和IMU残差构建整个定位系统的残差函数,并使用基于非线性优化的滑动窗口BA算法不断迭代优化残差函数,获取精确的移动机器人位姿估计。将改进后的算法在4个数据集下与ORB-SLAM3算法以及VINSMono算法进行了充分的对比实验。研究表明:(1)相比于ORB-SLAM3算法以及VINS-Mono算法,提出定位系统的运动轨迹和真值轨迹最接近;(2)提出定位系统的APE各项指标均优于ORB-SLAM3算法以及VINS-Mono算法;(3)提出定位系统均方根误差为0.049 m(4次实验平均值),相较于ORBSLAM3均方根误差降低了31.1%(四次实验平均值)。 展开更多
关键词 单目视觉 惯性导航 移动机器人 视觉SLAM(即时定位与地图构建)定位 LK光流法
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关于落实“中小学生每天综合体育活动时间不低于2小时”工作的思考 被引量:20
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作者 刘海元 单舜 《体育学刊》 北大核心 2025年第2期1-11,共11页
《教育强国建设规划纲要(2024—2035年)》提出“中小学生每天综合体育活动时间不低于2小时”的要求。从2小时政策的演变、学校体育是教育强国建设的重要内容、教育新生态创造的条件等分析了2小时提出的背景。从加快解决学生体质健康不... 《教育强国建设规划纲要(2024—2035年)》提出“中小学生每天综合体育活动时间不低于2小时”的要求。从2小时政策的演变、学校体育是教育强国建设的重要内容、教育新生态创造的条件等分析了2小时提出的背景。从加快解决学生体质健康不强“顽症”、着重解决培养学生自主进行体育锻炼习惯的问题、地方改革经验有待上升为国家政策等说明了2小时实施的主要依据。从正确认识2小时改革的深意、系统谋划2小时的结构安排、一体化设计2小时体育活动内容、强化2小时体育活动的条件保障、完善体育运动伤害风险防控和处置机制等方面探讨落实工作的思考,希望为深化学校体育改革,落实好2小时工作,进一步增强学生体质健康做出理论引领和实践推动。 展开更多
关键词 学校体育 中小学生 综合体育活动时间 教育强国建设规划纲要
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时代新人视域下劳动教育融入学生党建的育人新模式探索
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作者 辛婷 余海燕 王志浩 《西南科技大学学报(哲学社会科学版)》 2025年第5期115-122,共8页
劳动教育是培育时代新人的必要途径,是实现高校学生立德成才的重要举措,也是实现五育并举的重要内容。本文以西南科技大学经济管理学院学生第五党支部为例,论述了时代新人视域下高校将劳动教育融入学生党建工作的必要性,阐明劳动教育融... 劳动教育是培育时代新人的必要途径,是实现高校学生立德成才的重要举措,也是实现五育并举的重要内容。本文以西南科技大学经济管理学院学生第五党支部为例,论述了时代新人视域下高校将劳动教育融入学生党建工作的必要性,阐明劳动教育融入学生党建的育人新模式:支部以劳动教育为总抓手,依托“以劳为基,辐射三环”的优秀工作法,探索出深耕“五育”的支部建设模式,创新提出“一核三环”,打造“三型七力”的党建育人新模式。该模式为各高校提高支部党建工作成效、推进高校学生党员高质量发展提供借鉴和参考建议。 展开更多
关键词 劳动教育 学生党建 时代新人 育人模式
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基于大数据的装配式建筑密封胶应用性能与可靠性分析
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作者 李元元 《粘接》 2025年第2期5-8,共4页
为了提高建筑的整体防水性能和耐久性,分析基于大数据的装配式建筑密封胶应用性能可靠性。使用基于Python的网络爬虫技术构建装配式建筑密封胶相关专利功能语料库,以此为基础制备装配式建筑用硅烷改性密封胶。测试硅烷偶联剂用量为0.4%~... 为了提高建筑的整体防水性能和耐久性,分析基于大数据的装配式建筑密封胶应用性能可靠性。使用基于Python的网络爬虫技术构建装配式建筑密封胶相关专利功能语料库,以此为基础制备装配式建筑用硅烷改性密封胶。测试硅烷偶联剂用量为0.4%~3.2%时对密封胶表干时间、固化时间、粘接强度以及稀释剂用量对密封胶拉伸强度影响,最后测试光照老化和浸水老化对密封胶耐老化性能影响。试验结果表明,硅烷偶联剂用量为1.6%时表干时间较短,固化时间较优且粘接强度较高,稀释剂用量为11%时密封胶拉伸强度最优。该密封胶经过长时间光照老化、浸水老化和加热老化后具有较强耐老化性能。 展开更多
关键词 装配式建筑 密封胶 表干时间 网络爬虫 硅烷偶联剂
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基于AMESim的汽车悬架用空气泵建压过程仿真与分析 被引量:1
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作者 倪萌 张铁柱 +3 位作者 鲁力群 武晓 杨金龙 柏鑫 《机械工程师》 2025年第2期51-56,共6页
以汽车空气悬架用两级活塞式空气泵为研究对象,利用AMESim软件对空气泵进行了建模和仿真。通过对其工作过程的仿真分析,得到了空气泵工作过程中活塞受力、缸内压力、气阀开度等动态特性曲线,分析了建压过程中直流电动机的工作特性,研究... 以汽车空气悬架用两级活塞式空气泵为研究对象,利用AMESim软件对空气泵进行了建模和仿真。通过对其工作过程的仿真分析,得到了空气泵工作过程中活塞受力、缸内压力、气阀开度等动态特性曲线,分析了建压过程中直流电动机的工作特性,研究了空气泵进排气阀开启压差、储气罐传热系数对于建压时间的影响。仿真结果表明,二级气缸进气阀开启压差越大,建压时间越长;储气罐传热系数越小,建压时间越短。 展开更多
关键词 空气悬架 活塞式空气泵 二级压缩 AMESIM 建压时间
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碰撞效应对学校建筑抗震韧性的影响
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作者 汤光锴 杨永强 +2 位作者 姜涛 柏文 田健叶 《世界地震工程》 北大核心 2025年第2期114-124,共11页
相关研究及震害调查表明:相邻结构间的碰撞会加剧结构构件与非结构构件的损失和破坏。为研究这种碰撞效应对建筑抗震韧性的影响,依据《建筑抗震韧性评价标准》(GB/T 38591—2020)对一既有的学校建筑进行抗震性能评估。建立有限元模型,采... 相关研究及震害调查表明:相邻结构间的碰撞会加剧结构构件与非结构构件的损失和破坏。为研究这种碰撞效应对建筑抗震韧性的影响,依据《建筑抗震韧性评价标准》(GB/T 38591—2020)对一既有的学校建筑进行抗震性能评估。建立有限元模型,采用Hertz-Damp碰撞模型,选取合适地震动输入,提取相应的工程需求参数,选取合适的结构构件和非结构构件的易损性模型,给出了不考虑碰撞效应与考虑碰撞效应下的建筑性能指标,并对不同工况下的指标进行对比。研究结果表明:3个建筑性能指标在碰撞效应的影响下有所改变,碰撞效应导致长周期和短周期建筑修复费用分别增加30.76%和7.09%;长周期建筑修复时间增加了9.40%,短周期建筑修复时间减少了2.60%;长周期建筑人员伤亡率分别提升了17.0%和20.5%,短周期建筑伤人员伤亡率分别提升了12.0%和8.70%。总的来说,碰撞对长周期建筑的损失加剧效应更加显著。 展开更多
关键词 建筑结构 时程反应计算 抗震韧性评估 结构碰撞效应
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基于声发射信号特征的粮食库房钢结构建筑焊接裂纹识别研究
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作者 崔莹 戴丽萍 《粮食与饲料工业》 2025年第2期44-47,共4页
焊缝裂纹的形态和特征多样,当前所使用的智能视觉方法对焊接裂纹内部的缺陷无法明确形成检测特征。声回波信号可以反映物体的内部特征,通过收集和分析这些信号可以及时发现裂纹位置、形态和内部特征,为此提出了基于声发射信号特征的粮... 焊缝裂纹的形态和特征多样,当前所使用的智能视觉方法对焊接裂纹内部的缺陷无法明确形成检测特征。声回波信号可以反映物体的内部特征,通过收集和分析这些信号可以及时发现裂纹位置、形态和内部特征,为此提出了基于声发射信号特征的粮食库房钢结构建筑焊接裂纹识别方法。通过声发射检测仪采集粮食库房钢结构建筑焊接裂纹声发射信号,采用ICA分离算法分离采集到的信号后,得到多维源信号,结合模糊熵对多维源信号进行去噪处理。采用短时傅里叶变换与能量统计方法进行焊接裂纹声发射信号特征提取。根据提取到的裂纹声发射特征信号,采用HMM和SVM两种算法对粮食库房钢结构建筑焊接裂纹进行识别。实验结果表明,所提方法应用后的声发射信号噪声得到了有效抑制,焊误报率最高仅为1.4%,识别结果具备可靠性。 展开更多
关键词 声发射信号特征 粮食库房 钢结构建筑 焊接裂纹 模糊熵 短时傅里叶变换
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CFST柱-钢梁-轻钢框架主次混合结构次结构优化及抗震性能分析
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作者 王志军 尹承宗 +1 位作者 杨红 杨继宁 《工程力学》 北大核心 2025年第11期78-90,共13页
采用钢管混凝土(concrete-filled steel tube, CFST)柱-钢梁-轻钢框架主次混合结构可将原本只能用于低层或多层的轻钢结构合理地应用于高层建筑,对轻钢次框架的结构形式、与主结构的连接方式进行合理优化有利于提高其装配率。为考察“铰... 采用钢管混凝土(concrete-filled steel tube, CFST)柱-钢梁-轻钢框架主次混合结构可将原本只能用于低层或多层的轻钢结构合理地应用于高层建筑,对轻钢次框架的结构形式、与主结构的连接方式进行合理优化有利于提高其装配率。为考察“铰接-刚接式”半框架式连接方案(scheme of hinged-rigid connection, SHRC)中释放次框架柱轴力的新型套筒式主次结构竖向连接节点的抗震性能,进行了3个次框架轻钢柱-主结构钢梁组合体试件的低周往复加载试验,分析了套筒式连接节点的传力机理、破坏模式。基于试验结果对SHRC进一步优化,提出了装配率更高、施工更方便的“完全铰接式”连接方案(scheme of fully hinged connection, SFHC)。以某示范工程为例,对分别采用SHRC和SFHC两种连接方案的高层钢管混凝土柱-钢梁-轻钢框架主次混合结构进行强震非线性动力时程分析,对比了结构耗能、结构动力响应以及构件性能状态的差异。结果表明:采用SFHC时混合结构的塑性耗能、最大层间位移角、顶点位移幅值与采用SHRC时相比略有增大,但两者抗震性能均良好,验证了高层钢管混凝土柱-钢梁-轻钢框架主次混合结构采用“完全铰接式”连接方案的合理性。 展开更多
关键词 高层建筑 混合结构 梁柱节点 抗震性能 动力时程分析
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