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许成顺(1977-),女,博士,教授。主要从事土动力学与岩土地震工程方面的研究工作。
杜修力(1962-),男,博士,教授,中国工程院院士。主要从事土木、水利工程结构抗震防灾研究工作。
吴成刚(1983-),男,硕士,正高级工程师。主要从事轨道交通工程研究与设计工作。, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=w+Lx/D9JWo+fmcZwBH/M+g==, pdfFileSize=4462800, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, authorCompany=1.北京工业大学城市与工程安全减灾教育部重点实验室,北京 100124;
2.城市轨道交通绿色与安全建造技术国家工程研究中心,北京 100037;
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装配整体式地铁车站结构地震位移与变形响应研究
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土木工程学报 | 结构工程 2026,59(1): 37-50
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土木工程学报 | 结构工程 2026, 59(1): 37-50
装配整体式地铁车站结构地震位移与变形响应研究
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江志伟1,2,3, 许成顺1, 杜修力1, 吴成刚2,3
作者信息
    1.北京工业大学城市与工程安全减灾教育部重点实验室,北京 100124;
    2.城市轨道交通绿色与安全建造技术国家工程研究中心,北京 100037;
    3.北京城建设计发展集团股份有限公司,北京 100037
Seismic displacement and deformation responses of monolithicallyprecast subway station
Affiliations
doi: 10.15951/j.tmgcxb.24110906
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装配整体式地铁车站结构中,预制构件主要由后浇混凝土和灌浆套筒连接,设计目标为"等同现浇",但其构造与现浇车站相比仍存在较大差异,结构的地震变形特征是否仍可"等同现浇"需要进一步研究。该文以北京地铁实际工程为背景,开展了场地-装配式整体式地铁车站结构的大型振动台模型试验,针对结构的位移和变形响应开展了分析,包括水平、竖向绝对和相对位移,以及角位移等。结果表明:结构的水平向地震响应主要受控于周围土体的响应,但竖向响应未能被有效抑制,结构整体产生了0.03以内的角位移响应;同时试验中地下一层和二层的峰值层间位移角较大,并伴有小于0.2mm的水平和竖向不可恢复变形,但试验后未见结构有明显损伤,这表明预制构件在节点区产生了相对运动。
装配整体式地铁车站结构  /  1-g振动台试验  /  竖向位移  /  装配式地下结构  /  地下结构抗震
The prefabricated components in a monolithically precast subway station aremainly connected by the cast-in-situ concrete and splice sleeve. The design objective is to make sure that the structural performance is equivalent to that of a cast-in-place structure. But the structure is different from a cast-in-place structure, so the above mentioned objective should be investigated. Based on a real subway engineering project at Beijing, 1-g shaking table model tests of the site-monolithically precast subway structure were performed to study the seismic structural displacement and deformation responses, including the horizontal, vertical absolute and relative displacement, and angular displacement, etc. Results show that the structural horizontal responses were dominant by the responses of the surrounding soil. But the vertical responses were not sufficiently restrained. The angular displacement were observed to be within 0.03 degree. The story drifts of the basement-1 andbasement-2 were large with unrecoverable deformation smaller than 0. 2 mm in the both horizontal and vertical directions. However, almost no structural damage was observed after the experiments, indicating that the prefabricated components have relative displacement at the joint regions.
monolithically precast subway station  /  1-g shaking table test  /  vertical displacement  /  prefabricated underground structure  /  seismic resistance on underground structure
江志伟, 许成顺, 杜修力, 吴成刚. 装配整体式地铁车站结构地震位移与变形响应研究. 土木工程学报, 2026 , 59 (1) : 37 -50 . DOI: 10.15951/j.tmgcxb.24110906
. Seismic displacement and deformation responses of monolithicallyprecast subway station[J]. China Civil Engineering Journal, 2026 , 59 (1) : 37 -50 . DOI: 10.15951/j.tmgcxb.24110906
2026年第59卷第1期
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doi: 10.15951/j.tmgcxb.24110906
  • 接收时间:2024-11-14
  • 首发时间:2026-05-08
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  • 收稿日期:2024-11-14
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2种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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