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高性能结构钢材应用技术研究与进展 被引量:1
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作者 石永久 余香林 班慧勇 《钢结构(中英文)》 2024年第10期97-104,共8页
具有高强度、高延性、高韧性、强可焊性、强耐候性、强抗火性等优越材料性能的高性能结构钢材,在建筑和桥梁钢结构中具有广阔的应用前景。高效和合理应用高性能结构钢材,可以大幅度节省钢材和防护涂装,降低制作加工和运输安装成本,减少... 具有高强度、高延性、高韧性、强可焊性、强耐候性、强抗火性等优越材料性能的高性能结构钢材,在建筑和桥梁钢结构中具有广阔的应用前景。高效和合理应用高性能结构钢材,可以大幅度节省钢材和防护涂装,降低制作加工和运输安装成本,减少焊接工作量和碳排放,从而降低钢结构的全生命周期运维成本。重点讨论了高强度钢材、超高强度钢材、耐火钢材、耐候钢材等高性能结构钢材的发展现状,总结了国内外现行建筑和桥梁钢结构技术标准体系中对应用高强度钢材的相关规定,并结合工程应用案例分析了690 MPa及以上超高强度钢材的优势,提出了研发超高强度钢材的结构体系、制定相应结构设计和施工技术标准的建议。从材料层面提高钢结构抗火和耐腐蚀性能是高性能钢材优势的综合体现,还总结了在桥梁钢结构中应用耐候钢和建筑钢结构中应用耐火钢的发展趋势,创新提出了构建“耐火钢+混凝土+膨胀薄涂料”多重(SCI)抗火结构体系的钢结构防火设计新理念,为实现免防火涂装或少防火涂装的耐火钢结构体系提供了新的途径,建议了耐火钢SCI结构体系的火灾安全评价方法。在建筑和桥梁结构体系中应用高性能钢材是钢结构行业的发展方向,是实现全生命周期绿色低碳、安全适用的高性能钢结构体系推广应用的关键举措,同时应研发配套的焊接和螺栓材料、制作安装工艺、设计和应用技术标准,助力实现高质量发展战略目标。 展开更多
关键词 高性能钢材 高强度和超高强度结构钢材 耐火钢和耐候钢 钢结构抗火体系
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中美建筑钢结构设计方法比较——端板连接 被引量:4
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作者 石永久 余香林 《钢结构(中英文)》 2021年第12期44-72,共29页
螺栓端板连接节点是装配式钢结构和组合结构的主要连接构造形式之一,广泛应用于多层钢框架结构和门式刚架钢结构构件的连接和安装。螺栓端板连接具有螺栓用量少、构件拼装简单、工厂焊接量少、现场全螺栓连接、现场安装不受季节影响、... 螺栓端板连接节点是装配式钢结构和组合结构的主要连接构造形式之一,广泛应用于多层钢框架结构和门式刚架钢结构构件的连接和安装。螺栓端板连接具有螺栓用量少、构件拼装简单、工厂焊接量少、现场全螺栓连接、现场安装不受季节影响、容易拆装等综合优势,适用于构件拼接、梁柱连接、支撑连接,以及钢板剪力墙连接。螺栓端板连接可以设计成刚接节点、半刚接节点或铰接节点。现行美国ANSI/AISC 360-16《建筑钢结构标准》和中国GB 50017—2017《钢结构设计标准》都积极推荐采用端板连接节点。中美其他钢结构技术标准,如GB 51022—2015《门式刚架轻型房屋钢结构技术规范》、JGJ 82—2011《钢结构高强度螺栓连接技术规范》、ANSI/AISC 341-16《建筑钢结构抗震规定》、ANSI/AISC 358-16《抗震用特殊和中等钢力矩框架用预鉴定连接件》等,详细规定了端板连接节点的设计方法和构造要求。通过对现行中美两国建筑钢结构技术标准中有关端板连接的条文和计算公式进行分析对比,详细讨论了端板连接节点的构造形式、刚度特征、螺栓计算方法、端板计算方法,以及连接的梁柱构件在节点域的局部承载力计算,重点分析了采用端板连接实现"强节点"的设计理念、计算内容和构造要求。在总结中美两国的端板连接节点设计方法的基础上,通过算例定量分析了两国技术标准在螺栓端板连接节点承载力计算方面的异同。分析结果表明:中国和美国现行的钢结构技术标准都已给出了完整的螺栓端板连接设计方法,计算内容和构造要求相近,但按美国标准计算的单个高强度螺栓的承载力设计值要高于中国标准的计算结果,按中国标准设计的"强节点"需要采用较厚的端板和较多的螺栓数量。 展开更多
关键词 装配式钢结构 外伸式端板 平齐式端板 半刚性连接
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单元式双钢板组合剪力墙抗侧性能影响因素分析 被引量:2
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作者 刘栋 石永久 +1 位作者 余香林 涂程亮 《钢结构(中英文)》 2020年第12期43-49,共7页
单元式双钢板混凝土组合剪力墙是一种新型的双钢板混凝土组合剪力墙,主要构造是墙体上下的边缘梁与墙单元利用螺栓进行连接。墙体单元在工厂预制,整片墙体在施工现场全螺栓装配。因此该新型双钢板混凝土组合剪力墙施工方便快捷、便于组... 单元式双钢板混凝土组合剪力墙是一种新型的双钢板混凝土组合剪力墙,主要构造是墙体上下的边缘梁与墙单元利用螺栓进行连接。墙体单元在工厂预制,整片墙体在施工现场全螺栓装配。因此该新型双钢板混凝土组合剪力墙施工方便快捷、便于组合拆装,可以实现建筑物生命周期结束后的全更换,既绿色环保又节省成本。在此基础上,对此新型双钢板混凝土组合剪力墙的抗侧力学性能进行了基本分析。首先结合箱型双钢板组合剪力墙的抗剪性能试验研究,建立了ABAQUS有限元模型进行验证,论证了所建立的ABAQUS模型的可靠性。然后建立了23个单元式双钢板混凝土组合剪力墙的有限元模型,研究了墙体分割单元数量、混凝土抗压强度、钢材屈服强度、轴压比和钢板厚度对其抗侧承载力、抗侧刚度和延性等基本力学性能的影响。1)墙体单元数量的变化范围为1~4,随着墙体单元数量的增多,墙体屈服荷载及峰值荷载均降低,墙体的总承载能力逐渐降低;墙体的极限位移逐渐增大,延性系数越来越大,变形能力有所提高。2)混凝土抗压强度的变化范围为30~80 MPa,随着混凝土强度的提高,墙体的抗侧刚度略有提高,极限位移基本呈现减小的趋势,墙体的延性系数逐步减小,衰减幅度较小。墙体的变形能力逐渐降低,但减幅并不大。3)钢板屈服强度的变化范围为235~500 MPa,随着钢板屈服强度的增大,墙体的屈服荷载和峰值荷载逐渐增加,承载能力有所增加;墙体的屈服位移及极限位移逐渐增加,墙体的延性系数逐渐增加,变形能力有所提高。4)轴压比的变化范围为0.1~0.6,每级增加0.1,在轴压比较小时,提高轴压比能够提高组合剪力墙的屈服荷载及峰值荷载。5)钢板厚度的变化范围为2~6 mm,随着钢板厚度的增大,墙体的屈服荷载和峰值荷载逐渐增加,承载能力有所增加,墙体的初始抗侧刚度和延性系数逐渐增加,变形能力有所提高。通过分析可以得到:增大混凝土强度、钢板屈服强度、钢板厚度能够提高承载力,另外,提升钢板屈服强度和钢板厚度均会提高其延性;单元式双钢板组合剪力墙在水平荷载作用下的抗侧刚度由混凝土部分和钢板两部分共同贡献,增大钢板厚度能够提高其抗侧刚度;墙体单元数量越多,其初始刚度越小,承载力降低。建议在满足施工环境的条件下,两个相邻框架柱之间墙体的单元数量不宜超过3。 展开更多
关键词 单元式双钢板混凝土组合剪力墙 有限元分析 参数分析 抗侧性能
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Feasibility and physics potential of detecting ^(8)B solar neutrinos at JUNO 被引量:1
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作者 Angel Abusleme Thomas Adam +590 位作者 Shakeel Ahmad Sebastiano Aiello Muhammad Akram Nawab Ali Fengpeng An Guangpeng An Qi An Giuseppe Andronico Nikolay Anfimov Vito Antonelli Tatiana Antoshkina Burin Asavapibhop João Pedro Athayde Marcondes de André Didier Auguste Andrej Babic Wander Baldini Andrea Barresi Eric Baussan Marco Bellato Antonio Bergnoli Enrico Bernieri David Biare Thilo Birkenfeld Sylvie Blin David Blum Simon Blyth Anastasia Bolshakova Mathieu Bongrand Clément Bordereau Dominique Breton Augusto Brigatti Riccardo Brugnera Riccardo Bruno Antonio Budano Max Buesken Mario Buscemi Jose Busto Ilya Butorov Anatael Cabrera Hao Cai Xiao Cai Yanke Cai Zhiyan Cai Antonio Cammi Agustin Campeny Chuanya Cao Guofu Cao Jun Cao Rossella Caruso Cédric Cerna Jinfan Chang Yun Chang Pingping Chen Po-An Chen Shaomin Chen Shenjian Chen Xurong Chen Yi-Wen Chen Yixue Chen Yu Chen Zhang Chen Jie Cheng Yaping Cheng Alexander Chepurnov Davide Chiesa Pietro Chimenti Artem Chukanov Anna Chuvashova Gérard Claverie Catia Clementi Barbara Clerbaux Selma Conforti Di Lorenzo Daniele Corti Salvatore Costa Flavio Dal Corso Christophe De La Taille Jiawei Deng Zhi Deng Ziyan Deng Wilfried Depnering Marco Diaz Xuefeng Ding Yayun Ding Bayu Dirgantara Sergey Dmitrievsky Tadeas Dohnal Georgy Donchenko Jianmeng Dong Damien Dornic Evgeny Doroshkevich Marcos Dracos Frédéric Druillole Shuxian Du Stefano Dusini Martin Dvorak Timo Enqvist Heike Enzmann Andrea Fabbri Lukas Fajt Donghua Fan Lei Fan Can Fang Jian Fang Marco Fargetta Anna Fatkina Dmitry Fedoseev Vladko Fekete Li-Cheng Feng Qichun Feng Richard Ford Andrey Formozov Amélie Fournier Haonan Gan Feng Gao Alberto Garfagnini Alexandre Göttel Christoph Genster Marco Giammarchi Agnese Giaz Nunzio Giudice Franco Giuliani Maxim Gonchar Guanghua Gong Hui Gong Oleg Gorchakov Yuri Gornushkin Marco Grassi Christian Grewing Maxim Gromov Vasily Gromov Minghao Gu Xiaofei Gu Yu Gu Mengyun Guan Nunzio Guardone Maria Gul Cong Guo Jingyuan Guo Wanlei Guo Xinheng Guo Yuhang Guo Paul Hackspacher Caren Hagner Ran Han Yang Han Miao He Wei He Tobias Heinz Patrick Hellmuth Yuekun Heng Rafael Herrera Daojin Hong YuenKeung Hor Shaojing Hou Yee Hsiung Bei-Zhen Hu Hang Hu Jianrun Hu Jun Hu Shouyang Hu Tao Hu Zhuojun Hu Chunhao Huang Guihong Huang Hanxiong Huang Qinhua Huang Wenhao Huang Xingtao Huang Yongbo Huang Jiaqi Hui Wenju Huo Cédric Huss Safeer Hussain Antonio Insolia Ara Ioannisian Daniel Ioannisyan Roberto Isocrate Kuo-Lun Jen Xiaolu Ji Xingzhao Ji Huihui Jia Junji Jia Siyu Jian Di Jiang Xiaoshan Jiang Ruyi Jin Xiaoping Jing Cécile Jollet Jari Joutsenvaara Sirichok Jungthawan Leonidas Kalousis Philipp Kampmann Li Kang Michael Karagounis Narine Kazarian Amir Khan Waseem Khan Khanchai Khosonthongkee Patrick Kinz Denis Korablev Konstantin Kouzakov Alexey Krasnoperov Svetlana Krokhaleva Zinovy Krumshteyn Andre Kruth Nikolay Kutovskiy Pasi Kuusiniemi Tobias Lachenmaier Cecilia Landini Sébastien Leblanc Frederic Lefevre Liping Lei Ruiting Lei Rupert Leitner Jason Leung Demin Li Fei Li Fule Li Haitao Li Huiling Li Jiaqi Li Jin Li Kaijie Li Mengzhao Li Nan Li Nan Li Qingjiang Li Ruhui Li Shanfeng Li Shuaijie Li Tao Li Weidong Li Weiguo Li Xiaomei Li Xiaonan Li Xinglong Li Yi Li Yufeng Li Zhibing Li Ziyuan Li Hao Liang Hao Liang Jingjing Liang Jiajun Liao Daniel Liebau Ayut Limphirat Sukit Limpijumnong Guey-Lin Lin Shengxin Lin Tao Lin Jiajie Ling Ivano Lippi Fang Liu Haidong Liu Hongbang Liu Hongjuan Liu Hongtao Liu Hu Liu Hui Liu Jianglai Liu Jinchang Liu Min Liu Qian Liu Qin Liu Runxuan Liu Shuangyu Liu Shubin Liu Shulin Liu Xiaowei Liu Yan Liu Alexey Lokhov Paolo Lombardi Claudio Lombardo Kai Loo Chuan Lu Haoqi Lu Jingbin Lu Junguang Lu Shuxiang Lu Xiaoxu Lu Bayarto Lubsandorzhiev Sultim Lubsandorzhiev Livia Ludhova Fengjiao Luo Guang Luo Pengwei Luo Shu Luo Wuming Luo Vladimir Lyashuk Qiumei Ma Si Ma Xiaoyan Ma Xubo Ma Jihane Maalmi Yury Malyshkin Fabio Mantovani Francesco Manzali Xin Mao Yajun Mao Stefano MMari Filippo Marini Sadia Marium Cristina Martellini Gisele Martin-Chassard Agnese Martini Davit Mayilyan Axel Müller Ints Mednieks Yue Meng Anselmo Meregaglia Emanuela Meroni David Meyhöfer Mauro Mezzetto Jonathan Miller Lino Miramonti Salvatore Monforte Paolo Montini Michele Montuschi Nikolay Morozov Pavithra Muralidharan Massimiliano Nastasi Dmitry VNaumov Elena Naumova Igor Nemchenok Alexey Nikolaev Feipeng Ning Zhe Ning Hiroshi Nunokawa Lothar Oberauer Juan Pedro Ochoa-Ricoux Alexander Olshevskiy Domizia Orestano Fausto Ortica Hsiao-Ru Pan Alessandro Paoloni Nina Parkalian Sergio Parmeggiano Teerapat Payupol Yatian Pei Nicomede Pelliccia Anguo Peng Haiping Peng Frédéric Perrot Pierre-Alexandre Petitjean Fabrizio Petrucci Luis Felipe Piñeres Rico Oliver Pilarczyk Artyom Popov Pascal Poussot Wathan Pratumwan Ezio Previtali Fazhi Qi Ming Qi Sen Qian Xiaohui Qian Hao Qiao Zhonghua Qin Shoukang Qiu Muhammad Rajput Gioacchino Ranucci Neill Raper Alessandra Re Henning Rebber Abdel Rebii Bin Ren Jie Ren Taras Rezinko Barbara Ricci Markus Robens Mathieu Roche Narongkiat Rodphai Aldo Romani Bedřich Roskovec Christian Roth Xiangdong Ruan Xichao Ruan Saroj Rujirawat Arseniy Rybnikov Andrey Sadovsky Paolo Saggese Giuseppe Salamanna Simone Sanfilippo Anut Sangka Nuanwan Sanguansak Utane Sawangwit Julia Sawatzki Fatma Sawy Michaela Schever Jacky Schuler Cédric Schwab Konstantin Schweizer Dmitry Selivanov Alexandr Selyunin Andrea Serafini Giulio Settanta Mariangela Settimo Muhammad Shahzad Vladislav Sharov Gang shi Jingyan shi yongjiu shi Vitaly Shutov Andrey Sidorenkov FedorŠimkovic Chiara Sirignano Jaruchit Siripak Monica Sisti Maciej Slupecki Mikhail Smirnov Oleg Smirnov Thiago Sogo-Bezerra Julanan Songwadhana Boonrucksar Soonthornthum Albert Sotnikov Ondrej Sramek Warintorn Sreethawong Achim Stahl Luca Stanco Konstantin Stankevich DušanŠtefánik Hans Steiger Jochen Steinmann Tobias Sterr Matthias Raphael Stock Virginia Strati Alexander Studenikin Gongxing Sun shifeng Sun Xilei Sun Yongjie Sun Yongzhao Sun Narumon Suwonjandee Michal Szelezniak Jian Tang Qiang Tang Quan Tang Xiao Tang Alexander Tietzsch Igor Tkachev Tomas Tmej Konstantin Treskov Andrea Triossi Giancarlo Troni Wladyslaw Trzaska Cristina Tuve Stefan van Waasen Johannes van den Boom Guillaume Vanroyen Nikolaos Vassilopoulos Vadim Vedin Giuseppe Verde Maxim Vialkov Benoit Viaud Cristina Volpe Vit Vorobel Lucia Votano Pablo Walker Caishen Wang Chung-Hsiang Wang En Wang Guoli Wang Jian Wang Jun Wang Kunyu Wang Lu Wang Meifen Wang Meng Wang Ruiguang Wang Siguang Wang Wei Wang Wenshuai Wang Xi Wang Xiangyue Wang Yangfu Wang Yaoguang Wang Yi Wang Yifang Wang Yuanqing Wang Yuman Wang Zhe Wang Zheng Wang Zhimin Wang Zongyi Wang Apimook Watcharangkool Lianghong Wei Wei Wei Yadong Wei Liangjian Wen Christopher Wiebusch Steven Chan-Fai Wong Bjoern Wonsak Diru Wu Fangliang Wu Qun Wu Wenjie Wu Zhi Wu Michael Wurm Jacques Wurtz Christian Wysotzki Yufei Xi Dongmei Xia Yuguang Xie Zhangquan Xie Zhizhong Xing Benda Xu Donglian Xu Fanrong Xu Jilei Xu Jing Xu Meihang Xu Yin Xu Yu Xu Baojun Yan Xiongbo Yan Yupeng Yan Anbo Yang Changgen Yang Huan Yang Jie Yang Lei Yang Xiaoyu Yang Yifan Yang Haifeng Yao Zafar Yasin Jiaxuan Ye Mei Ye Ugur Yegin Frédéric Yermia Peihuai Yi Xiangwei Yin Zhengyun You Boxiang Yu Chiye Yu Chunxu Yu Hongzhao Yu Miao Yu Xianghui Yu Zeyuan Yu Chengzhuo Yuan Ying Yuan Zhenxiong Yuan Ziyi Yuan Baobiao Yue Noman Zafar Andre Zambanini Pan Zeng Shan Zeng Tingxuan Zeng Yuda Zeng Liang Zhan Feiyang Zhang Guoqing Zhang Haiqiong Zhang Honghao Zhang Jiawen Zhang Jie Zhang Jingbo Zhang Peng Zhang Qingmin Zhang shiqi Zhang Tao Zhang Xiaomei Zhang Xuantong Zhang Yan Zhang Yinhong Zhang Yiyu Zhang Yongpeng Zhang Yuanyuan Zhang Yumei Zhang Zhenyu Zhang Zhijian Zhang Fengyi Zhao Jie Zhao Rong Zhao Shujun Zhao Tianchi Zhao Dongqin Zheng Hua Zheng Minshan Zheng Yangheng Zheng Weirong Zhong Jing Zhou Li Zhou Nan Zhou Shun Zhou Xiang Zhou Jiang Zhu Kejun Zhu Honglin Zhuang Liang Zong Jiaheng Zou 《Chinese Physics C》 SCIE CAS CSCD 2021年第2期93-110,共18页
The Jiangmen Underground Neutrino Observatory(JUNO)features a 20 kt multi-purpose underground liquid scintillator sphere as its main detector.Some of JUNO's features make it an excellent location for^8B solar neut... The Jiangmen Underground Neutrino Observatory(JUNO)features a 20 kt multi-purpose underground liquid scintillator sphere as its main detector.Some of JUNO's features make it an excellent location for^8B solar neutrino measurements,such as its low-energy threshold,high energy resolution compared with water Cherenkov detectors,and much larger target mass compared with previous liquid scintillator detectors.In this paper,we present a comprehensive assessment of JUNO's potential for detecting^8B solar neutrinos via the neutrino-electron elastic scattering process.A reduced 2 MeV threshold for the recoil electron energy is found to be achievable,assuming that the intrinsic radioactive background^(238)U and^(232)Th in the liquid scintillator can be controlled to 10^(-17)g/g.With ten years of data acquisition,approximately 60,000 signal and 30,000 background events are expected.This large sample will enable an examination of the distortion of the recoil electron spectrum that is dominated by the neutrino flavor transformation in the dense solar matter,which will shed new light on the inconsistency between the measured electron spectra and the predictions of the standard three-flavor neutrino oscillation framework.IfDelta m^(2)_(21)=4.8times10^(-5);(7.5times10^(-5))eV^(2),JUNO can provide evidence of neutrino oscillation in the Earth at approximately the 3sigma(2sigma)level by measuring the non-zero signal rate variation with respect to the solar zenith angle.Moreover,JUNO can simultaneously measureDelta m^2_(21)using^8B solar neutrinos to a precision of 20% or better,depending on the central value,and to sub-percent precision using reactor antineutrinos.A comparison of these two measurements from the same detector will help understand the current mild inconsistency between the value of Delta m^2_(21)reported by solar neutrino experiments and the KamLAND experiment. 展开更多
关键词 neutrino oscillation solar neutrino JUNO
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Seismic analysis of a super high-rise steel structure with horizontal strengthened storeys
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作者 Yuanqing WANG Hui ZHOU +3 位作者 yongjiu shi Yi HUANG Gang shi Siqing WEN 《Frontiers of Structural and Civil Engineering》 SCIE EI 2011年第3期394-404,共11页
Horizontal strengthened storeys are widely used in super high-rise steel structures to improve the lateral structural rigidity.This use has great effects on the seismic properties of the entire structure.The seismic p... Horizontal strengthened storeys are widely used in super high-rise steel structures to improve the lateral structural rigidity.This use has great effects on the seismic properties of the entire structure.The seismic properties of the Wuhan International Securities Building (a 68-storey super high-rise steel structure with three horizontal strengthened storeys) were evaluated in this study.Two approaches,i.e.,mode-superposition response spectrum analysis and time-history analysis,were employed to calculate the seismic response of the structure.The response spectrum analysis indicated that transition parts near the three strengthened storeys were weak zones of the structure because of the abrupt change in rigidity.In the response spectrum analysis approach,the Square Root of Sum of Square (SRSS) method was recommended when the vertical seismic effects could be ignored.However,the complete quadratic combination (CQC) method was superior to SRSS method when the vertical seismic effects should be considered.With the aid of time-history analysis,the seismic responses of the structure were obtained.The whiplash effect that spectrum analysis cannot reveal was observed through time-history analysis.This study provides references for the seismic design of super high-rise steel structures with horizontal strengthened storeys. 展开更多
关键词 seismic analysis steel structure super highrise horizontal strengthened storey response spectrum analysis time-history analysis
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