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基于FRAME法的云南古村镇火灾风险评估
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作者 李伟燕 郑飞扬 张健 《建筑技术》 2025年第9期1129-1132,共4页
考虑云南古村镇建筑群的火灾特性,开展火灾风险评估工作对云南古村镇的保护具有重要意义。以云南丽江市白沙古镇的火灾风险评估工作为例,通过现场勘查和无人机三维实景模型获取相关火灾数据,在此基础上利用FRAME法分析了单体建筑的火灾... 考虑云南古村镇建筑群的火灾特性,开展火灾风险评估工作对云南古村镇的保护具有重要意义。以云南丽江市白沙古镇的火灾风险评估工作为例,通过现场勘查和无人机三维实景模型获取相关火灾数据,在此基础上利用FRAME法分析了单体建筑的火灾风险。结果表明:白沙古镇的消防安全改造方向因子与财产风险均处于较低的水平,人员安全风险以中、高风险为主,但极高人员风险的建筑仍占11.70%。 展开更多
关键词 古村镇 火灾风险 frame 单体建筑
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High-precision spot centroid positioning of high-frame-rate short-wave infrared images for satellite laser communication
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作者 FU Peng HE Dao-Gang +1 位作者 LIU Jun WANG Yue-Ming 《红外与毫米波学报》 北大核心 2025年第1期66-77,共12页
The accuracy of spot centroid positioning has a significant impact on the tracking accuracy of the system and the stability of the laser link construction.In satellite laser communication systems,the use of short-wave... The accuracy of spot centroid positioning has a significant impact on the tracking accuracy of the system and the stability of the laser link construction.In satellite laser communication systems,the use of short-wave infrared wavelengths as beacon light can reduce atmospheric absorption and signal attenuation.However,there are strong non-uniformity and blind pixels in the short-wave infrared image,which makes the image distorted and leads to the decrease of spot centroid positioning accuracy.Therefore,the high-precision localization of the spot centroid of the short-wave infrared images is of great research significance.A high-precision spot centroid positioning model for short-wave infrared is proposed to correct for non-uniformity and blind pixels in short-wave infrared images and quantify the localization errors caused by the two,further model-based localization error simulations are performed,and a novel spot centroid positioning payload for satellite laser communications has been designed using the latest 640×512 planar array InGaAs shortwave infrared detector.The experimental results show that the non-uniformity of the corrected image is reduced from 7%to 0.6%,the blind pixels rejection rate reaches 100%,the frame rate can be up to 2000 Hz,and the spot centroid localization accuracy is as high as 0.1 pixel point,which realizes high-precision spot centroid localization of high-frame-frequency short-wave infrared images. 展开更多
关键词 satellite laser communication spot centroid positioning short-wave infrared high frame rate NONUNIFORMITY
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Frames of Fortune
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作者 WANG RUYING 《ChinAfrica》 2025年第9期28-30,共3页
Stepping out of Danyang Railway Station,the large sign reading“China Danyang Optical City”immediately comes into view across the road.Inside the bustling marketplace,a dazzling array of eyeglass frames and lenses is... Stepping out of Danyang Railway Station,the large sign reading“China Danyang Optical City”immediately comes into view across the road.Inside the bustling marketplace,a dazzling array of eyeglass frames and lenses is neatly displayed in rows of shops,attracting consumers from across the country. 展开更多
关键词 FORTUNE eyeglass frames eyeglass lenses CONSUMERS SHOPS frameS MARKETPLACE
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Group frames via magic states with applications to SIC-POVMs and MUBs
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作者 Lingxuan Feng Shunlong Luo 《Communications in Theoretical Physics》 2025年第1期41-53,共13页
We connect magic(non-stabilizer)states,symmetric informationally complete positive operator valued measures(SIC-POVMs),and mutually unbiased bases(MUBs)in the context of group frames,and study their interplay.Magic st... We connect magic(non-stabilizer)states,symmetric informationally complete positive operator valued measures(SIC-POVMs),and mutually unbiased bases(MUBs)in the context of group frames,and study their interplay.Magic states are quantum resources in the stabilizer formalism of quantum computation.SIC-POVMs and MUBs are fundamental structures in quantum information theory with many applications in quantum foundations,quantum state tomography,and quantum cryptography,etc.In this work,we study group frames constructed from some prominent magic states,and further investigate their applications.Our method exploits the orbit of discrete Heisenberg-Weyl group acting on an initial fiducial state.We quantify the distance of the group frames from SIC-POVMs and MUBs,respectively.As a simple corollary,we reproduce a complete family of MUBs of any prime dimensional system by introducing the concept of MUB fiducial states,analogous to the well-known SIC-POVM fiducial states.We present an intuitive and direct construction of MUB fiducial states via quantum T-gates,and demonstrate that for the qubit system,there are twelve MUB fiducial states,which coincide with the H-type magic states.We compare MUB fiducial states and SIC-POVM fiducial states from the perspective of magic resource for stabilizer quantum computation.We further pose the challenging issue of identifying all MUB fiducial states in general dimensions. 展开更多
关键词 Group frames magic states MUBs SIC-POVMs quantum T-gates
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Lightweight design and manufacture of die casting magnesium alloy seat frame
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作者 Jian Yang Kangle Wang +3 位作者 Qin Yang Jinsheng Zhang Tiegang Hu Bo Liu 《Journal of Magnesium and Alloys》 2025年第10期4817-4824,共8页
This study presents the development of a Magnesium Alloy Seat Frame(MASF),supported by case studies from automotive original equipment manufacturers.The process covers integrated design,simulation,manufacturing,and te... This study presents the development of a Magnesium Alloy Seat Frame(MASF),supported by case studies from automotive original equipment manufacturers.The process covers integrated design,simulation,manufacturing,and testing,aiming to boost industry confidence in Mg alloy applications.A novel structural design is developed that integrates the headrest with the backrest,achieving a balance between lightweight performance and safety.Structural optimization is guided by stress–strain simulations under diverse conditions within a complete forward development process.Casting simulations are conducted to analyze process characteristics,resulting in a verified MASF yield rate exceeding 90%.The final 9.88 kg MASF represents a 24.6%(3.23 kg)weight reduction versus a steel seat.This research contributes to advancements in defect control technology for large die casting magnesium alloy parts and has broad implications for their application in automotive manufacturing. 展开更多
关键词 MAGNESIUM Seat frame Forward design Die casting Lightweighting
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Impact dynamics of debris flow with entrained material on frame structure
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作者 LI Bailong WANG Huayan +1 位作者 LI Yanying LI Xiangling 《Journal of Mountain Science》 2025年第12期4523-4539,共17页
To evaluate the dynamic interactions between debris flows,entrained material sources,and infrastructure in the Naojiao Gully watershed of Beijing,and to develop a predictive framework for mitigating geohazard risks th... To evaluate the dynamic interactions between debris flows,entrained material sources,and infrastructure in the Naojiao Gully watershed of Beijing,and to develop a predictive framework for mitigating geohazard risks through energy-based strategies,debris flow dynamics are investigated,a coupled SPH-DEM-FEM multiscale model integrating fluid dynamics(SPH),granular mechanics(DEM),and structural mechanics(FEM)is developed to simulate debris flow propagation,material source behavior,and frame structure responses,and to capture cross-scale failure mechanisms.Key findings include the identification of a critical flow velocity threshold of 12 m/s,beyond which solid-phase kinetic energy dominates,inducing 60%-75%capacity loss in central columns via through-cracking.Furthermore,a novel compound failure criterion is proposed based on the solid-liquid energy proportion.The model achieves a boulder impact force prediction error of only 5.47%,significantly outperforming empirical methods in cross-scale accuracy.An optimized 0.3 m layered configuration experimentally reduces impact pulse peaks by 57%through directed energy redistribution,thereby shifting mitigation strategies from structural reinforcement to media modulation.These results establish a robust framework for quantifying failure thresholds,enhancing predictive precision,and innovating energy-based mitigation.By bridging multiscale modeling gaps in geohazard analysis,this study provides actionable insights for infrastructure resilience in debris flow-prone regions through energycentric design principles. 展开更多
关键词 SPH-DEM-FEM coupling Source material Dynamic response frame structure
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Lightweight Multi-Layered Encryption and Steganography Model for Protecting Secret Messages in MPEG Video Frames
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作者 Sara H.Elsayed Rodaina Abdelsalam +2 位作者 Mahmoud A.Ismail Shoman Raed Alotaibi Omar Reyad 《Computers, Materials & Continua》 2025年第12期4995-5013,共19页
Ensuring the secure transmission of secret messages,particularly through video—one of the most widely used media formats—is a critical challenge in the field of information security.Relying on a single-layered secur... Ensuring the secure transmission of secret messages,particularly through video—one of the most widely used media formats—is a critical challenge in the field of information security.Relying on a single-layered security approach is often insufficient for safeguarding sensitive data.This study proposes a triple-lightweight cryptographic and steganographic model that integrates the Hill Cipher Technique(HCT),Rotation Left Digits(RLD),and Discrete Wavelet Transform(DWT)to embed secret messages within video frames securely.The approach begins with encrypting the secret text using a private key matrix(PK^(1))of size 2×2 up to 6×6 via HCT.A second encryption layer is applied using a dynamic private key(PK2)derived from the RGB pixel values of the video frame,resulting in a rotated cipher.The doubly encrypted message is then embedded into the video frames using the DWT method.Upon transmission,the concealed message is extracted using inverse DWT and decrypted in two steps—first with PK2 and then with the inverse of PK^(1).Experiments conducted using MPEG video sequences and message lengths ranging from 10 to 300 bytes demonstrate strong performance in terms of Mean Square Error(MSE),Peak Signal-to-Noise Ratio(PSNR),and Correlation Coefficient(CC)between original and encrypted messages.The similarity between original and stego frames is further validated using Structural Similarity Index(SSIM),Mean Absolute Error(MAE),Number of Pixel Change Rate(NPCR),and Unified Average Changing Intensity(UACI).Results confirm that utilizing video frames to generate PK2 offers superior security compared to static key images.Moreover,the indistinguishability between original and stego frames highlights the method’s robustness against visual and statistical attacks. 展开更多
关键词 Lightweight encryption stego frame HCT RLD DWT SSIM MAE NPCR UACI
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Lightweight Design of a Certain Type of Dump Truck Frame
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作者 Chuanqi LI Jian ZOU +2 位作者 Yongjie LI Yingwen REN Xinxing YU 《Mechanical Engineering Science》 2025年第1期12-19,共8页
With the rapid growth of China's economic strength,the demand and market share are also constantly increasing.The number ofcars is rapidly increasing,and a large amount of fuel is consumed as a result.The massive ... With the rapid growth of China's economic strength,the demand and market share are also constantly increasing.The number ofcars is rapidly increasing,and a large amount of fuel is consumed as a result.The massive release of vehicle exhaust seriously damages the natural environment,and the environmental crisis is becoming increasingly serious.This article follows the principles of improving fuel efficiency,reducing emissions,andenhancing vehicle performance.Using NX 12.0 software,a three-dimensional model of a certain type of dump truck frame is constructed based on actual parameters.ANSYS Workbench is used to simplify the geometric model,mesh division,and material definition,and a finite element model is constructed.Obtain the structural performance and natural vibration characteristics of the original chassis under four typical working conditions:bending,torsion,lifting,and unloading,through static analysis and modal analysis.On this basis,the dimensions of the components that bear less load on the original frame were optimized,and the topology of the second crossbeam and rear end corner of the subframe that bear less load on the original frame was optimized to obtain a new frame.The new frame of the dump truck underwent secondary static analysis and modal analysis,and it was found that the weight of the new frame decreased by 41.03 kg,successfully reducing the weight of the frame by 4.38%,improving the vehicle's handling and stability,and extending its service life. 展开更多
关键词 Dump truck frame Lightweight design static analysis
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Enhancing some separability criteria via equiangular tight frames
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作者 Liang Tang Fan Wu 《Communications in Theoretical Physics》 2025年第4期45-54,共10页
Improvement of the detection ability of quantum entanglement is one of the essential tasks in quantum computing and quantum information.Finite tight frames play a fundamental role in a wide variety of areas and,genera... Improvement of the detection ability of quantum entanglement is one of the essential tasks in quantum computing and quantum information.Finite tight frames play a fundamental role in a wide variety of areas and,generally,each application requires a specific class of frames and is closely related to quantum measurement.It is worth noting that a maximal set of complex equiangular vectors is closely related to a symmetric informationally complete measurement.Hence,our goal in this work is to propose a series of separability criteria assigned to a finite tight frame and some well-known inequalities in different quantum systems,respectively.In addition,some tighter criteria to detect entanglement for many-body quantum states are presented in arbitrary dimensions.Finally,the effectiveness of the proposed entanglement detection criteria is illustrated through some detailed examples. 展开更多
关键词 entanglement detection separability criterion bipartite systems finite tight frames
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Research Progress on Earthquake Collapse Resistance of Reinforced Concrete Frame Structures
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作者 Haibing Liu Junqi Lin Jinlong Liu 《Journal of Architectural Research and Development》 2025年第1期52-57,共6页
With the development of modern society,people put forward higher requirements for building safety,which makes the construction project face new challenges.Reinforced concrete frame structure as a common engineering ty... With the development of modern society,people put forward higher requirements for building safety,which makes the construction project face new challenges.Reinforced concrete frame structure as a common engineering type,although the construction technology has been relatively mature,but its earthquake collapse ability still needs to be strengthened.This paper analyzes the specific factors that affect the seismic collapse ability of reinforced concrete frame structure,summarizes the previous research results,and puts forward innovative application of fiber-reinforced polymer(FRP)composite materials,play the role of smart materials,improve the isolation and energy dissipation devices,etc.,to promote the continuous optimization of reinforced concrete frame structure design,and show better seismic performance. 展开更多
关键词 Reinforced concrete frame structure Seismic performance COLLAPSE Research status
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Comparative Study of Railway Frame Bridges Designed According to the Chinese and AREMA Codes
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作者 Jia Chenjun Zeng Chunqing +1 位作者 Qu Zixin Zhang Zhongbo 《铁道技术标准(中英文)》 2025年第5期96-104,共9页
Based on the Etihad Railway Station Project,this study selects a single-span frame bridge with a clear span of 7.3 meters as the research object.A comprehensive structural design process was conducted following the AR... Based on the Etihad Railway Station Project,this study selects a single-span frame bridge with a clear span of 7.3 meters as the research object.A comprehensive structural design process was conducted following the AREMA(2023),Manual for Railway Engineering-Volume 2-Structures,with systematic comparisons of techno-economic differences between the Chinese and American codes through recalculation verification and equivalent-precision design methods.The findings reveal:Recalculation using the Chinese code for identical structural dimensions and reinforcement layouts demonstrates that AREMA code exhibits greater conservatism in both strength requirements and crack control;Under equivalent precision design principles,the Chinese code solution reduces reinforcement by 4.128 t tons and a 19.5%reduction in reinforcement at critical sections compared to the AREMA code,indicating slightly reduced economic efficiency of the AREMA code.This research provides quantitative references for standardized design and specification integration in cross-border railway engineering projects. 展开更多
关键词 comparative study AREMA frame bridge cooper E80 safety factor
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Seismic design of variable cross-section damped steel support frame for post equipment
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作者 Yang Zhenyu Ma Yuhong +2 位作者 Zhao Guifeng Feng Zhiwei Fu Mingyang 《Earthquake Engineering and Engineering Vibration》 2025年第1期155-167,共13页
High-voltage electrical post equipment is generally installed on steel supports,which amplifies the seismic inputs and degrades the seismic performance of equipment.This study proposed a variable cross-section damped ... High-voltage electrical post equipment is generally installed on steel supports,which amplifies the seismic inputs and degrades the seismic performance of equipment.This study proposed a variable cross-section damped steel support frame(VCDFS)with viscous dampers to reduce seismic responses of both tall and low-rise electrical equipment.The VCDFS contains a trapezoidal damper layer to generate rocking motions,enabling the diagonal viscous dampers to dissipate seismic inputs.A theoretical model of post equipment with VCDFS is established,and an optimal design procedure is proposed.The analysis shows that the remaining static stiffness ratio λ_(k) is the key parameter that determines the effectiveness of the VCDFS.The VCDFS reduces the average displacement and stress response of a post insulator by 39.4%and 44.6%,respectively,together with a significant decrease in the dynamic amplification factor.Therefore,it is recommended to use the VCDFS instead of the conventional latticed-steel frame in earthquake zones. 展开更多
关键词 electrical post equipment steel support frame passive control seismic performance upgrading
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Niupai Machinery&Elecronics:Bring a variety of shedding devices and heald frame equipment to the exhibition
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《China Textile》 2025年第5期50-50,共1页
Jiangsu Niupai Machinery&Elecronics Co,ltd.is National Specialized and New"Little Giant"Enterprise,National High&New Technological Enterprise,Jiangsu Provincial Research Center of Loom Shedding Engin... Jiangsu Niupai Machinery&Elecronics Co,ltd.is National Specialized and New"Little Giant"Enterprise,National High&New Technological Enterprise,Jiangsu Provincial Research Center of Loom Shedding Engineering Technology and Jiangsu Provincial Enterprise Technology Center.The company has obtained SGS-certified ISO9001 quality management system,a globally recognized standard.Niupai specializes in the R&D and manufacturing of cam shedding device,dobby shedding device,jacquard shedding device and heald frames for water-jet looms,air-jet looms as well as rapier looms. 展开更多
关键词 national specialized newlittle giant enterprise quality management loom shedding engineering technology cam shedding devicedobby shedding devicejacquard shedding device loom shedding engineering heald frame equipment national high new technological enterprise heald frames
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Evaluating Euler pole parameters for the north American terrestrial reference frame of 2022
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作者 Mohammad Ali Goudarzi 《Geodesy and Geodynamics》 2025年第6期681-692,共12页
Euler Pole Parameters(EPPs)were estimated for the new plate-fixed North American Terrestrial Reference Frame of 2022(NATRF2022)based on the spherical model of Earth using different sets of continuously operating GPS(c... Euler Pole Parameters(EPPs)were estimated for the new plate-fixed North American Terrestrial Reference Frame of 2022(NATRF2022)based on the spherical model of Earth using different sets of continuously operating GPS(cGPS)station velocities.Two objectives were considered in this research:(1)the possibility of using the cGPS stations located in the areas affected by the Glacial Isostatic Adjustment(GIA),and(2)minimizing the reference frame velocities across the entire continent for conventional uses such as surveying and mapping.A key consideration in this analysis is accounting for the impact of the ongoing GIA on the horizontal velocities.The predicted horizontal velocities from the ICE-6G model were used to remove the GIA effect from the velocity field to mitigate such biases.As a proof of concept,different data sets from a large set of cGPS station velocities were selected,and EPPs were estimated for all these sets of stations with and without removing the GIA effect and estimating or not estimating the Plate Translation Rate(PTR).Considering the WRMS as the criterion for showing goodness of fit,the results show that accounting for the GIA effect reduces the NATRF2022 velocities.Using the same velocity dataset,the PTR was estimated along with the conventional Euler's rotation parameters,and it was shown that estimating the PTR term can further reduce the NATRF2022 velocities. 展开更多
关键词 Reference frame North America tectonic plate Euler pole parameters Plate translation rate NATRF2022
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Physical and numerical modeling of a framed anti-sliding structure for a mountainous railway line
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作者 QIU Ruizhe LIU Kaiwen +3 位作者 YANG Zhixiang MA Chiyuan XIAO Jian SU Qian 《Journal of Southeast University(English Edition)》 2025年第1期12-19,共8页
To ensure the operational safety of railways in the landslide-prone areas of mountainous regions,a large-scale model test and numerical simulation were conducted to study the bending moment distribution,internal force... To ensure the operational safety of railways in the landslide-prone areas of mountainous regions,a large-scale model test and numerical simulation were conducted to study the bending moment distribution,internal force distribution,deformation development,and crack propagation characteristics of a framed anti-sliding structure(FAS)under landslide thrust up to the point of failure.Results show that the maximum bending moment and its increase rate in the fore pile are greater than those in the rear pile,with the maximum bending moment of the fore pile approximately 1.1 times that of the rear pile.When the FAS fails,the displacement at the top of the fore pile is significantly greater,about 1.27 times that of the rear pile in the experiment.Major cracks develop at locations corresponding to the peak bending moments.Small transverse cracks initially appear on the upper surface at the intersection between the primary beam and rear pile and then spread to the side of the structure.At the failure stage,major cracks are observed at the pil-beam intersections and near the anchor points.Strengthening flexural stiffness at intersections where major cracks occur can improve the overall thrust-deformation coordination of the FAS,thereby maximizing its performance. 展开更多
关键词 mountainous railway SLOPE framed anti-sliding structure model test finite element modeling mechanical responses
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Corrigendum to“Meta databases of steel frame buildings for surrogate modelling and machine learning-based feature importance analysis”[Journal of Resilient Cities and Structures Volume 3 Issue 1(2024)20-43]
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作者 Delbaz Samadian Jawad Fayaz +2 位作者 Imrose B.Muhit Annalisa Occhipinti Nashwan Dawood 《Resilient Cities and Structures》 2025年第1期124-124,共1页
The authors regret that the original publication of this paper did not include Jawad Fayaz as a co-author.After further discussions and a thorough review of the research contributions,it was agreed that his significan... The authors regret that the original publication of this paper did not include Jawad Fayaz as a co-author.After further discussions and a thorough review of the research contributions,it was agreed that his significant contributions to the foundational aspects of the research warranted recognition,and he has now been added as a co-author. 展开更多
关键词 machine learning meta databases jawad fayaz surrogate modelling feature importance analysis steel frame buildings
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FRAME在高层建筑火灾风险评估中的应用 被引量:6
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作者 史俊伟 王树祎 +2 位作者 陈章良 孙玉峰 董羽 《消防科学与技术》 CAS 北大核心 2017年第5期699-703,共5页
根据FRAME法,从建筑物及室内物品、室内人员和室内活动3个方面,综合考虑建筑内人员安全疏散的性能设计和建筑构件耐火的性能设计的工程技术参数,建立准确量化的高层建筑火灾风险评价指标体系,并分别计算其潜在火灾风险、可接受水平和保... 根据FRAME法,从建筑物及室内物品、室内人员和室内活动3个方面,综合考虑建筑内人员安全疏散的性能设计和建筑构件耐火的性能设计的工程技术参数,建立准确量化的高层建筑火灾风险评价指标体系,并分别计算其潜在火灾风险、可接受水平和保护水平。使用该方法计算某高层展厅建筑物的火灾风险,结果表明,该高层展厅建筑物及室内物品火灾风险等级为"中度",室内人员火灾风险等级为"高度",室内活动火灾风险等级为"轻度"。 展开更多
关键词 高层建筑 火灾 风险评估 frame
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血管内超声衰减斑块与不稳定型心绞痛患者PCI术后冠状动脉微血管疾病发生的相关性
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作者 张宁 李晓燕 +2 位作者 王吴刚 邓彦东 李柳 《中国医科大学学报》 北大核心 2026年第1期54-57,63,共5页
目的探讨血管内超声(IVUS)衰减斑块(AP)与不稳定型心绞痛患者经皮冠状动脉介入治疗(PCI)后发生冠状动脉微血管疾病(CMVD)之间的相关性。方法选取2021年6月1日至2024年6月1日于我院接受PCI并行IVUS检查的不稳定型心绞痛患者,根据IVUS结... 目的探讨血管内超声(IVUS)衰减斑块(AP)与不稳定型心绞痛患者经皮冠状动脉介入治疗(PCI)后发生冠状动脉微血管疾病(CMVD)之间的相关性。方法选取2021年6月1日至2024年6月1日于我院接受PCI并行IVUS检查的不稳定型心绞痛患者,根据IVUS结果分为AP组与非AP组,比较2组患者术中无复流(NR)发生率、术后心肌梗死溶栓治疗心肌灌注帧数(TMPFC)、术前及术后3 d静息+负荷单光子发射计算机断层成像(SPECT)结果,以及术后6个月主要不良心脑血管事件(MACCE)。结果AP组NR发生率显著高于非AP组(41%vs.21%,P<0.001),术后TMPFC亦显著高于非AP组[(107.58±24.19)帧vs.(89.82±18.91)帧,P<0.001]。术前2组SPECT参数比较无统计学差异;术后3 d,2组SPECT指标均较术前改善,但AP组在负荷缺血节段数、静息及负荷灌注总评分、异常灌注面积方面均高于非AP组(P均<0.05)。术后6个月2组MACCE发生率比较无显著差异(P>0.05),Kaplan-Meier生存曲线分析显示,2组生存时间比较无统计学差异(P=0.736)。结论AP可导致NR发生率增高、TMPFC延长及SPECT灌注参数恶化,增加PCI后CMVD发生风险,但术后6个月患者MACCE发生风险未见显著增加。 展开更多
关键词 衰减斑块 无复流 心肌梗死溶栓治疗心肌灌注帧数 单光子发射计算机断层成像 冠状动脉微血管疾病
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钢框架-冷弯薄壁型钢剪力墙结构抗侧性能试验研究
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作者 石宇 高畅 +1 位作者 徐云鹏 张海宾 《工程力学》 北大核心 2026年第1期219-229,共11页
为了研究钢框架-冷弯薄壁型钢剪力墙结构的抗侧性能,对1个钢框架和3个钢框架-冷弯薄壁型钢剪力墙试件进行水平低周往复加载试验,对比了内填冷弯薄壁型钢剪力墙前后整体结构的抗侧性能,还考虑了镁晶板厚度、刚性斜撑对结构抗侧性能的影... 为了研究钢框架-冷弯薄壁型钢剪力墙结构的抗侧性能,对1个钢框架和3个钢框架-冷弯薄壁型钢剪力墙试件进行水平低周往复加载试验,对比了内填冷弯薄壁型钢剪力墙前后整体结构的抗侧性能,还考虑了镁晶板厚度、刚性斜撑对结构抗侧性能的影响。结果表明:钢框架与冷弯薄壁型钢剪力墙组合后具有良好的抗侧性能;对内填剪力墙增设刚性斜撑或增加镁晶板厚度均可提高墙体的抗剪承载力及弹性抗侧刚度,继而提升结构的整体抗侧性能。结合破坏特征,提出钢框架-冷弯薄壁型钢剪力墙结构2个受力阶段:前中期受力阶段主要由冷弯薄壁型钢剪力墙承担水平荷载,后期受力阶段主要由钢框架承担水平荷载。分析受力过程中水平剪力在钢框架和冷弯薄壁型钢剪力墙之间的分配关系及其变化情况,前期冷弯薄壁型钢剪力墙剪力分担率为70%~84%,后期钢框架剪力分担率增至72%~75%,表明此类结构是一种典型的双重抗侧力设防体系。 展开更多
关键词 钢框架 冷弯薄壁型钢剪力墙 拟静力试验 抗剪性能 剪力分配
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基于N-K模型改进的FRAME建筑火灾风险评估 被引量:16
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作者 肖国清 黄仁和 陈春燕 《安全与环境学报》 CAS CSCD 北大核心 2022年第3期1139-1146,共8页
为了提高建筑火灾风险评估结果的准确性,降低建筑物火灾的危害性和事故损失程度,通过分析火灾事故原因,对FRAME模型中的评价指标体系进行改进和优化,探讨建筑消防安全管理水平对建筑物火灾风险、人员风险、建筑内活动风险的影响,并利用... 为了提高建筑火灾风险评估结果的准确性,降低建筑物火灾的危害性和事故损失程度,通过分析火灾事故原因,对FRAME模型中的评价指标体系进行改进和优化,探讨建筑消防安全管理水平对建筑物火灾风险、人员风险、建筑内活动风险的影响,并利用改进的FRAME模型评估堪培拉市某大楼的火灾风险。结果表明,采用N-K模型对指标体系中的风险因素进行耦合计算后,一级指标体系中四因素耦合风险为0.0507,大于其他耦合情况,验证了一级指标体系中增加建筑消防安全管理水平的准确性。堪培拉市该大楼的建筑物火灾风险由原来的2.11降低为1.12,人员风险由原来的6.56降低为4.24,建筑物内活动风险由原来的1.42降低为0.79,建筑物安全管理水平的增加会降低人员风险等级和建筑物内活动风险等级。 展开更多
关键词 安全工程 建筑火灾风险 N-K模型 frame 耦合分析
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