基于构件的结构抗震性能评估平台开发及工程应用
引用文献：
季静 欧子健 吴梓楠 郑振光 韩小雷. 基于构件的结构抗震性能评估平台开发及工程应用[J]. 建筑结构，2023，48（06）：83-89.
JI Jing OU Zijian WU Zinan ZHENG Zhenguang HAN Xiaolei. Development and engineering application of component-based seismic performance evaluation platform[J]. Building Structure，2023,48（06）：83-89.
摘要：广东省标准《建筑工程混凝土结构抗震性能设计规程》(DBJ/T 15-151—2019)提出一套与我国抗震规范体系接轨的基于构件的钢筋混凝土结构抗震性能设计方法：小震构件承载力设计，大震构件承载力和变形复核。以AutoCAD为基础开发基于构件的结构抗震性能评估BIM平台PBSD,该平台深度融入《建筑工程混凝土结构抗震性能设计规程》(DBJ/T 15-151—2019),对强震作用下构件的承载力、变形及损伤程度进行评估，从构件层次反映结构整体抗震性能。最后利用该平台对某超高层结构进行抗震性能评估，分析结构在罕遇地震作用下的损伤程度，揭示结构的屈服机制，充分论证该超高层结构的安全性。
关键词：抗震性能评估；钢筋混凝土结构；BIM平台；构件变形；屈服机制；
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参考文献[1] 建筑抗震设计规范：GB 50011—2010[S].北京：中国建筑工业出版社，2010.
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[8] 韩小雷，陈彬彬，崔济东，等.钢筋混凝土剪力墙变形性能指标试验研究[J].建筑结构学报，2018,39(6):1-9.
[9] 崔济东，韩小雷，龚涣钧，等.钢筋混凝土柱变形性能指标限值及其试验验证[J].同济大学学报(自然科学版),2018,46(5):593-603.
[10] 崔济东，韩小雷，季静，等.RC梁的变形性能指标限值研究与试验验证[J].哈尔滨工业大学学报，2018,50(6):169-176.
[11] 建筑工程混凝土结构抗震性能设计规程：DBJ/T 15-151—2019[S].广州：广东省住房和城乡建设厅，2019.
[12] 张慎，王杰，李霆，等.基于ABAQUS的高层建筑结构动力弹塑性分析前处理软件研究与开发[J].建筑结构，2015,45(23):72-78.
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[14] BARADARAN SHORAKA M,YANG T Y,ELWOOD K J.Seismic loss estimation of non-ductile reinforced concrete buildings[J].Earthquake Engineering & Structural Dynamics,2013,42(2):297-310.
[2] SHARMA K,DENG L J,NOGUEZ C C.Field investigation on the performance of building structures during the April 25,2015,Gorkha earthquake in Nepal[J].Engineering Structures,2016,121(4):61-74.
[3] LU X Z,YE L P,MA Y H,et al.Lessons from the collapse of typical RC frames in Xuankou school during the great Wenchuan earthquake[J].Advances in Structural Engineering,2012,15(1):139-153.
[4] 吕西林，周定松，蒋欢军.钢筋混凝土框架柱的变形能力及基于性能的抗震设计方法[J].地震工程与工程振动，2005,25(6):53-61.
[5] 叶列平，缪志伟，程光煜，等.建筑结构基于能量抗震设计方法研究[J].工程力学，2014,31(6):1-12,20.
[6] 白久林，欧进萍.基于能量平衡的钢筋混凝土框架结构抗震塑性设计方法[J].建筑结构学报，2012,33(10):22-31.
[7] 韩小雷，季静.基于性能的钢筋混凝土结构抗震：理论研究、试验研究、设计方法研究与工程应用[M].北京：中国建筑工业出版社，2019.
[8] 韩小雷，陈彬彬，崔济东，等.钢筋混凝土剪力墙变形性能指标试验研究[J].建筑结构学报，2018,39(6):1-9.
[9] 崔济东，韩小雷，龚涣钧，等.钢筋混凝土柱变形性能指标限值及其试验验证[J].同济大学学报(自然科学版),2018,46(5):593-603.
[10] 崔济东，韩小雷，季静，等.RC梁的变形性能指标限值研究与试验验证[J].哈尔滨工业大学学报，2018,50(6):169-176.
[11] 建筑工程混凝土结构抗震性能设计规程：DBJ/T 15-151—2019[S].广州：广东省住房和城乡建设厅，2019.
[12] 张慎，王杰，李霆，等.基于ABAQUS的高层建筑结构动力弹塑性分析前处理软件研究与开发[J].建筑结构，2015,45(23):72-78.
[13] Seismic evaluation and retrofit of existing buildings:ASCE/SEI 41-13[S].Reston:American Society of Civil Engineers,2013.
[14] BARADARAN SHORAKA M,YANG T Y,ELWOOD K J.Seismic loss estimation of non-ductile reinforced concrete buildings[J].Earthquake Engineering & Structural Dynamics,2013,42(2):297-310.
Development and engineering application of component-based seismic performance evaluation platform
Abstract: A component-based performance-based seismic design method of reinforced concrete structures in line with Chinese seismic code system is proposed in Guangdong provincial standard Specification for performance-based seismic design of reinforced concrete building structure(DBJ/T 15-151—2019): component bearing capacity design under frequently earthquake, bearing capacity and deformation check under rare earthquake. A component-based seismic performance evaluation BIM platform PBSD was developed based on AutoCAD, which is deeply integrated into Specification for performance-based seismic design of reinforced concrete building structure(DBJ/T 15-151—2019) to evaluate the bearing capacity, deformation and damage of components under strong earthquakes and reflect the overall seismic performance of the structure from the component level. Finally, by using this platform to evaluate the seismic performance of a high-rise structure, the damage of the structure under rare earthquakes was analyzed and the yield mechanism of the structure was revealed, which fully demonstrates the safety of the high-rise structure.
Keywords: seismic performance evaluation; reinforced concrete structure; BIM platform; component deformation; yield mechanism
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