CN107066773A - 组合桁腹梁桥的桁‑箱等效设计方法 - Google Patents
组合桁腹梁桥的桁‑箱等效设计方法 Download PDFInfo
- Publication number
- CN107066773A CN107066773A CN201710463883.3A CN201710463883A CN107066773A CN 107066773 A CN107066773 A CN 107066773A CN 201710463883 A CN201710463883 A CN 201710463883A CN 107066773 A CN107066773 A CN 107066773A
- Authority
- CN
- China
- Prior art keywords
- purlin
- bridge
- web
- equivalent
- grider
- 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.)
- Granted
Links
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geometry (AREA)
- General Physics & Mathematics (AREA)
- Computer Hardware Design (AREA)
- Theoretical Computer Science (AREA)
- Mathematical Optimization (AREA)
- Computational Mathematics (AREA)
- Architecture (AREA)
- Mathematical Analysis (AREA)
- Structural Engineering (AREA)
- Pure & Applied Mathematics (AREA)
- Evolutionary Computation (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710463883.3A CN107066773B (zh) | 2017-06-19 | 2017-06-19 | 组合桁腹梁桥的桁-箱等效设计方法 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710463883.3A CN107066773B (zh) | 2017-06-19 | 2017-06-19 | 组合桁腹梁桥的桁-箱等效设计方法 |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107066773A true CN107066773A (zh) | 2017-08-18 |
CN107066773B CN107066773B (zh) | 2020-04-28 |
Family
ID=59595604
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710463883.3A Active CN107066773B (zh) | 2017-06-19 | 2017-06-19 | 组合桁腹梁桥的桁-箱等效设计方法 |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107066773B (zh) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107665272A (zh) * | 2017-08-30 | 2018-02-06 | 西安建构实业有限责任公司 | 一种预制钢筋混凝土底板施工阶段的抗弯刚度计算方法 |
CN111046482A (zh) * | 2020-01-07 | 2020-04-21 | 中铁大桥勘测设计院集团有限公司 | 钢桁梁等效刚度计算方法 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101230563A (zh) * | 2008-02-21 | 2008-07-30 | 北京公科固桥技术有限公司 | 一种不中断交通更换桥梁支座的方法及其专用装置 |
CN104911989A (zh) * | 2015-05-05 | 2015-09-16 | 中铁大桥勘测设计院集团有限公司 | 钢箱钢桁结合梁桥箱桁结合节点构造 |
CN105040569A (zh) * | 2015-09-01 | 2015-11-11 | 盐城工学院 | 一种简支钢箱梁预应力筋线形的优选方法 |
CN105046027A (zh) * | 2015-09-01 | 2015-11-11 | 盐城工学院 | 一种多肋式t形梁桥断面的优化设计方法 |
CN105243236A (zh) * | 2015-11-05 | 2016-01-13 | 盐城工学院 | 箱形梁桥断面设计优化方法 |
-
2017
- 2017-06-19 CN CN201710463883.3A patent/CN107066773B/zh active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101230563A (zh) * | 2008-02-21 | 2008-07-30 | 北京公科固桥技术有限公司 | 一种不中断交通更换桥梁支座的方法及其专用装置 |
CN104911989A (zh) * | 2015-05-05 | 2015-09-16 | 中铁大桥勘测设计院集团有限公司 | 钢箱钢桁结合梁桥箱桁结合节点构造 |
CN105040569A (zh) * | 2015-09-01 | 2015-11-11 | 盐城工学院 | 一种简支钢箱梁预应力筋线形的优选方法 |
CN105046027A (zh) * | 2015-09-01 | 2015-11-11 | 盐城工学院 | 一种多肋式t形梁桥断面的优化设计方法 |
CN105243236A (zh) * | 2015-11-05 | 2016-01-13 | 盐城工学院 | 箱形梁桥断面设计优化方法 |
Non-Patent Citations (2)
Title |
---|
周绪红等: ""基于能量原理的板析结合型加劲梁连续化分析方法"", 《中国公路学报》 * |
雷聪: ""钢桁腹组合结构梁桥力学性能分析"", 《中国优秀硕士学位论文全文数据库 信息科技II辑》 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107665272A (zh) * | 2017-08-30 | 2018-02-06 | 西安建构实业有限责任公司 | 一种预制钢筋混凝土底板施工阶段的抗弯刚度计算方法 |
CN107665272B (zh) * | 2017-08-30 | 2021-01-29 | 西安建构实业有限责任公司 | 一种预制钢筋混凝土底板施工阶段的抗弯刚度计算方法 |
CN111046482A (zh) * | 2020-01-07 | 2020-04-21 | 中铁大桥勘测设计院集团有限公司 | 钢桁梁等效刚度计算方法 |
Also Published As
Publication number | Publication date |
---|---|
CN107066773B (zh) | 2020-04-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108647366B (zh) | 城市建筑群地震反应非线性历程分析方法及装置 | |
CN107066773A (zh) | 组合桁腹梁桥的桁‑箱等效设计方法 | |
CN101424114A (zh) | 普通混凝土与再生混凝土分层叠合梁及其制作方法 | |
CN106979131A (zh) | 一种风力发电塔 | |
CN104807661B (zh) | 一种高层与高耸结构动力检测承载能力评价方法 | |
CN201933380U (zh) | 一种新型土工格室 | |
CN102561216A (zh) | 悬索桥吊拉组合体系加固结构的计算方法 | |
CN207161096U (zh) | 一种用于地铁隧道的衬砌结构 | |
Nocentini | Old-growth forests in italy: inputs for forest management and planning in areas with long-standing human impact | |
Fang | Optimization application of particle swarm algorithm in civil engineering | |
CN201343821Y (zh) | 普通混凝土与再生混凝土分层叠合梁 | |
WONG et al. | Comparative Study in the Design of a Reinforced Concrete Structure | |
Li | Research on evaluation index system of regional innovation | |
CN203640165U (zh) | 自然拱瓦状竹片胶合拱梁 | |
Cahyandito | The MIPS Concept (Material Input Per Unit of Service): A Measure for an Ecological Economy | |
Ma et al. | Finite-Element Analysis on Carbon Fiber Reinforced Polymer (CFRP) Plates Reinforcement for the Rigid Joints of Steel Structures | |
Chen et al. | Optimal design of steel portal frames based on genetic algorithms | |
Zhou et al. | Application of FAHP for stone arch bridge strengthening scheme optimization | |
Gao | The mechanic analysis and construction method on damaged beam of external prestressing reinforcement | |
Carmagnani | Unveiling the potential of nuclear power in Italy's decarbonization through energy-system modeling | |
Gunarathne et al. | AReview ON INTEGRATING VALUE ENGINEERING AND SUSTAINABILITY IN CONSTRUCTION: IMPROVING PROJECT VALUE IN SRI LANKAN CONSTRUCTION PROJECTS | |
CN205875515U (zh) | Frp、竹、钢筋混凝土组合梁 | |
Liu et al. | PUSHOVER Analysis in the Application of the Framework Structure Reinforcement | |
Vukovic et al. | Site management and production factors in concrete hall assembly: Optimal method of assembling Precast concrete halls and the effects production factors have on site management | |
Chen et al. | Evaluation of the low-emission construction model of steel structure civil building |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20170818 Assignee: Center for technology transfer Jiangsu University of Science and Technology Assignor: JIANGSU University OF SCIENCE AND TECHNOLOGY Contract record no.: X2021980006173 Denomination of invention: Truss box equivalent design method of composite truss web girder bridge Granted publication date: 20200428 License type: Common License Record date: 20210714 |
|
EE01 | Entry into force of recordation of patent licensing contract | ||
EC01 | Cancellation of recordation of patent licensing contract |
Assignee: Center for technology transfer Jiangsu University of Science and Technology Assignor: JIANGSU University OF SCIENCE AND TECHNOLOGY Contract record no.: X2021980006173 Date of cancellation: 20210826 |
|
EC01 | Cancellation of recordation of patent licensing contract |