CN103924663B - 一种提高rc框架结构抗连续倒塌能力的设计方法 - Google Patents
一种提高rc框架结构抗连续倒塌能力的设计方法 Download PDFInfo
- Publication number
- CN103924663B CN103924663B CN201410106488.6A CN201410106488A CN103924663B CN 103924663 B CN103924663 B CN 103924663B CN 201410106488 A CN201410106488 A CN 201410106488A CN 103924663 B CN103924663 B CN 103924663B
- Authority
- CN
- China
- Prior art keywords
- collapse
- bearing capacity
- resisting
- progressive
- factor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000000750 progressive effect Effects 0.000 title claims abstract description 53
- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000004458 analytical method Methods 0.000 claims abstract description 13
- 238000010276 construction Methods 0.000 claims abstract description 10
- 238000005312 nonlinear dynamic Methods 0.000 claims description 6
- 230000003068 static effect Effects 0.000 claims description 6
- 238000002910 structure generation Methods 0.000 claims description 4
- 238000005303 weighing Methods 0.000 claims description 3
- 230000002708 enhancing effect Effects 0.000 claims 1
- 238000005728 strengthening Methods 0.000 claims 1
- 230000006378 damage Effects 0.000 abstract description 3
- 238000005259 measurement Methods 0.000 abstract description 2
- 238000011065 in-situ storage Methods 0.000 description 7
- 230000002093 peripheral effect Effects 0.000 description 3
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002224 dissection Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 238000004451 qualitative analysis Methods 0.000 description 1
- 238000004445 quantitative analysis Methods 0.000 description 1
Abstract
Description
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410106488.6A CN103924663B (zh) | 2014-03-21 | 2014-03-21 | 一种提高rc框架结构抗连续倒塌能力的设计方法 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410106488.6A CN103924663B (zh) | 2014-03-21 | 2014-03-21 | 一种提高rc框架结构抗连续倒塌能力的设计方法 |
Publications (2)
Publication Number | Publication Date |
---|---|
CN103924663A CN103924663A (zh) | 2014-07-16 |
CN103924663B true CN103924663B (zh) | 2016-04-13 |
Family
ID=51143041
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201410106488.6A Active CN103924663B (zh) | 2014-03-21 | 2014-03-21 | 一种提高rc框架结构抗连续倒塌能力的设计方法 |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103924663B (zh) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108280280A (zh) * | 2018-01-09 | 2018-07-13 | 河南城建学院 | 一种抗连续倒塌性能快速判定方法 |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104213635B (zh) * | 2014-08-27 | 2015-12-09 | 广东省建筑设计研究院 | 建筑体系张弦结构中预应力索失效下的防连续倒塌设计方法 |
CN106407552B (zh) * | 2016-09-13 | 2019-04-02 | 同济大学 | 一种提升rc框架核心筒结构防倒塌能力的设计方法 |
CN109138161A (zh) * | 2017-06-27 | 2019-01-04 | 盐城工学院 | 一种钢构架骨架模壳装配整体式rc框架结构及施工方法 |
CN108509688B (zh) * | 2018-03-08 | 2021-09-10 | 中船第九设计研究院工程有限公司 | 基于p-m承载力曲线的结构件重要性系数计算方法 |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002021222A (ja) * | 2000-07-11 | 2002-01-23 | Koji Maekawa | 間隙付耐震壁及びその施工法 |
JP4546620B2 (ja) * | 2000-06-27 | 2010-09-15 | 株式会社竹中工務店 | Rc系構造物の自己免震構法及び自己免震構造 |
CN201581507U (zh) * | 2009-12-30 | 2010-09-15 | 北京工业大学 | 钢结构梁柱抗连续倒塌加固节点 |
CN101851962A (zh) * | 2010-05-26 | 2010-10-06 | 厦门合道工程设计集团有限公司 | 框架结构抗连续倒塌的设计方法 |
CN102444292A (zh) * | 2011-10-24 | 2012-05-09 | 哈尔滨工业大学 | 框架-防屈曲支撑体系防倒塌加固方法 |
CN102561529A (zh) * | 2012-03-17 | 2012-07-11 | 河北联合大学 | 钢筋混凝土框架梁索筋配置结构 |
JP2012255295A (ja) * | 2011-06-08 | 2012-12-27 | Okabe Co Ltd | ピン接合形式の露出型鉄骨柱接合構造 |
-
2014
- 2014-03-21 CN CN201410106488.6A patent/CN103924663B/zh active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4546620B2 (ja) * | 2000-06-27 | 2010-09-15 | 株式会社竹中工務店 | Rc系構造物の自己免震構法及び自己免震構造 |
JP2002021222A (ja) * | 2000-07-11 | 2002-01-23 | Koji Maekawa | 間隙付耐震壁及びその施工法 |
CN201581507U (zh) * | 2009-12-30 | 2010-09-15 | 北京工业大学 | 钢结构梁柱抗连续倒塌加固节点 |
CN101851962A (zh) * | 2010-05-26 | 2010-10-06 | 厦门合道工程设计集团有限公司 | 框架结构抗连续倒塌的设计方法 |
JP2012255295A (ja) * | 2011-06-08 | 2012-12-27 | Okabe Co Ltd | ピン接合形式の露出型鉄骨柱接合構造 |
CN102444292A (zh) * | 2011-10-24 | 2012-05-09 | 哈尔滨工业大学 | 框架-防屈曲支撑体系防倒塌加固方法 |
CN102561529A (zh) * | 2012-03-17 | 2012-07-11 | 河北联合大学 | 钢筋混凝土框架梁索筋配置结构 |
Non-Patent Citations (1)
Title |
---|
RC框架结构抗连续倒塌设计方法研究;李易;《中国博士学位论文全文数据库》;20121115;第23-55页 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108280280A (zh) * | 2018-01-09 | 2018-07-13 | 河南城建学院 | 一种抗连续倒塌性能快速判定方法 |
Also Published As
Publication number | Publication date |
---|---|
CN103924663A (zh) | 2014-07-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103924663B (zh) | 一种提高rc框架结构抗连续倒塌能力的设计方法 | |
He et al. | Seismic fragility assessment of a super tall building with hybrid control strategy using IDA method | |
Uriz et al. | Seismic performance assessment of concentrically braced steel frames | |
Botez et al. | Improving the accuracy of progressive collapse risk assessment: Efficiency and contribution of supplementary progressive collapse resisting mechanisms | |
Asgarian et al. | Incremental dynamic analysis of steel braced frames designed based on the first, second and third editions of the Iranian seismic code (standard no. 2800) | |
CN106777488B (zh) | 一种桥梁安全性评估方法和系统 | |
Liu et al. | Seismic fragility estimates of steel diagrid structure with performance-based tests for high-rise buildings | |
Bai et al. | Improved performance-based plastic design for RC moment resisting frames: Development and a comparative case study | |
Zhang et al. | Seismic collapse risk assessment of super high‐rise buildings considering modeling uncertainty: A case study | |
Wei et al. | Performance‐based seismic design of complicated tall building structures beyond the code specification | |
Wang et al. | Fragility analysis and collapse margin capacity assessment of mega-sub controlled structure system under the excitation of mainshock-aftershock sequence | |
Modirzadeh et al. | Performance based earthquake evaluation of reinforced concrete buildings using design of experiments | |
Ge et al. | Investigation of efficiency of vector-valued intensity measures for displacement-sensitive tall buildings | |
CN107991119A (zh) | 一种针对于型钢混凝土组合结构的震后损伤等级评估方法 | |
Liao et al. | Study on the fragility of building structures in Taiwan | |
Lai et al. | A modified spectral-velocity-based earthquake intensity measure for super high-rise buildings | |
Porcu | Code inadequacies discouraging the earthquake-based seismic analysis of buildings | |
Kassem et al. | Development of seismic resilience index methodology for RC structures via functionality curve | |
Liu et al. | Seismic vulnerability analysis of single-story reinforced concrete industrial buildings with seismic fortification | |
CN101967859A (zh) | 高烈度区多层框架两阶段抗震设计方法 | |
Jia et al. | Failure mechanism and seismic performance evaluation of steel frame using rocking truss | |
Razmkhah et al. | Probabilistic seismic assessment of moment resisting steel buildings considering soft-story and torsional irregularities | |
Banazadeh et al. | Decision-making analysis for seismic retrofit based on risk management | |
Jin et al. | Seismic fragility analysis of containment structure subjected to near fault ground motions | |
Adiyanto et al. | Nonlinear behaviour of reinforced concrete building under repeated earthquake excitation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
EE01 | Entry into force of recordation of patent licensing contract | ||
EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20140716 Assignee: LUOYANG LIWEI TECHNOLOGY CO.,LTD. Assignor: Beijing University of Technology Contract record no.: X2024980000049 Denomination of invention: A Design Method for Improving the Continuous Collapse Resistance of RC Frame Structures Granted publication date: 20160413 License type: Common License Record date: 20240103 |
|
EE01 | Entry into force of recordation of patent licensing contract | ||
EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20140716 Assignee: Henan Nateng Energy Technology Co.,Ltd. Assignor: Beijing University of Technology Contract record no.: X2023990001016 Denomination of invention: A Design Method for Improving the Continuous Collapse Resistance of RC Frame Structures Granted publication date: 20160413 License type: Common License Record date: 20240109 |