THEORETICAL RESEARCH ON DESIGN OF PSRC STRUCTURE

Xiong Xueyu; Gao Feng; Xu Xiaoming

doi:10.13204/j.gyjz201204024

Volume 42 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(4): 113-117

Huang Yang, Wang Qizhi, Xu Jin. THE SIZE EFFECT LAW OF FRACTURE TOUGHNESS FOR CONCRETE OBTAINED FROM RILEM METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 54-58. doi: 10.13204/j.gyjz200808015

Citation:

Xiong Xueyu, Gao Feng, Xu Xiaoming. THEORETICAL RESEARCH ON DESIGN OF PSRC STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 113-117. doi: 10.13204/j.gyjz201204024

Huang Yang, Wang Qizhi, Xu Jin. THE SIZE EFFECT LAW OF FRACTURE TOUGHNESS FOR CONCRETE OBTAINED FROM RILEM METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 54-58. doi: 10.13204/j.gyjz200808015

Citation:

Xiong Xueyu, Gao Feng, Xu Xiaoming. THEORETICAL RESEARCH ON DESIGN OF PSRC STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 113-117. doi: 10.13204/j.gyjz201204024

PDF( 0 KB)

THEORETICAL RESEARCH ON DESIGN OF PSRC STRUCTURE

doi: 10.13204/j.gyjz201204024

1.
1. Department of Building Engineering,Tongji University,Shanghai 200092,China;
2.
2. Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education,Tongji University,Shanghai 200092,China;
3.
3. Shanghai Institute of Architectural &Research Co.Ltd,Shanghai 200041,China

Received Date: 2011-07-29
Publish Date: 2012-04-20

Abstract

Abstract

Prestressed steel reinforced concrete structure(PSRC) is a composite structure,which has advantage of both prestressed reinforced concrete structure and reinforced concrete structure. In this paper,development of prestressed reinforced concrete structure in China is introduced and research way of prestressed reinforced concrete structure is presented. Then several problems during the study about integral analysis and single member analysis are summarized. The development of tendency of this type of structure is prospected.
- prestress,
- PSRC,
- SRC beam,
- flexure performance

FullText(HTML)

References(42)

References

[2] 张松林，舒赣平.预应力钢骨混凝土结构转换梁的设计和分析[J].工业建筑，1997，27(7): 16-18.

刘军进.预应力钢骨混凝土梁理论分析及试验研究[D].南京:东南大学，2001.

[3] 龙驭球.结构力学教程[M].北京:高等教育出版社，2001.

[4] 熊学玉，黄鼎业.预应力工程设计施工手册[M].北京:中国建筑工业出版社，2003.

[5] 熊学玉.现代预应力混凝土结构设计理论及实践研究[D].上海:同济大学，1998.

[6] 张彩红.考虑约束影响的预应力结构设计理论及方法研究[D].上海:同济大学，2007.

[7] 董克文.钢筋混凝土超长结构预应力及施工控制技术研究[D].上海: 同济大学，2009.

[8] 吕品.次内力对预应力混凝土框架结构承载力影响研究[D].上海: 同济大学，2011.

[9] 李媛.约束对预应力混凝土框架结构使用性能影响的研究[D].上海: 同济大学，2011.

[10] 张德峰，吕志涛.侧向约束对预应力混凝土框架压力的影响[J].建筑结构，2001(5):51-52.

[11] 朱虹，吕志涛.多排柱引起梁、板预应力损失的估算方法[J].东南大学学报:自然科学版，2000(2):126-130.

[12] 张瑞云，曹双寅.侧向约束对体外预应力加固框架梁承载能力影响分析[J].工业建筑，2005，35(4):35-37.

[13] 陈树华，栾伟伟.侧向柱对预应力框架影响的等效弹簧模型[J].哈尔滨工程大学学报，2003(6):686-689.

[14] 王建中，孟少平.框架柱对在超长框架梁中建立预应力的影响[J].江苏建筑，2000(3):9-10.

[15] 高顺，李唐宁，秦士洪，等.框架柱及水平连梁对预应力梁有效预压力影响的分析[J].建筑结构，2004，34(7):51-52.

[16] 简斌，吴春华.多层预应力混凝土框架侧向约束对梁轴力的影响[J].建筑结构，2004，34(4):25-27.

[17] 李唐宁，高顺，吴胜达，等.预应力结构中柱子及水平连梁对有效预应力影响的分析[J].预应力技术，2004(1):33-36.

[18] 郑文忠，王英.预应力混凝土房屋结构设计统一方法与实例[M].哈尔滨:黑龙江科学技术出版社，1998.

[19] 熊学玉，张彩红，吴学淑.约束(侧向)对预应力结构设计影响的研究[J].建筑结构，2006，36(11):88-90.

[20] DGJ692007 /J 109662007 预应力混凝土结构设计规程[S].

[21] ACI Committee 318.Building Code Requirement for Reinforced Concrete[S].American Concrete Institute，1963.

[22] ACI Committee 318.Building Code Requirement for Reinforced Concrete[S].American Concrete Institute，1971.

[23] AISC.Load and Resistance Factor Design Specifications for Structural Steel Buildings[S].Chicago: American Institute of Steel Construction，1999.

[24] ACI.Building Code Requirement for Structural Concrete[S].American Concrete Institute，Farmington Hill，MI，2002.

[25] BS449.Specification for the Use of Structural Steel in Building[S].British Standard Institute，1959.

[26] Commission of European Communities.Eurocode，Common Unified Rules for Composite Steel and Concrete Structures[S].Brussel:European Committee for Standardization，1985.

[27] YB 908297 钢骨混凝土结构设计规程[S].

[28] 日本建筑学会.钢骨钢筋混凝土结构计算标准及解说[M].冯乃谦，译.北京:原子出版社，1998.

[29] JGJ 1382001 /J 1302001 型钢混凝土组合结构技术规程[S].

[30] 傅传国.预应力钢骨高强混凝土叠层空腹桁架转换层试验研究[D].南京:东南大学，2000.

[31] 刘军进，吕志涛.金山大厦转换梁的实测与分析[J].建筑结构，2002，32(3):35-37

[32] 孙光初，张继文，陈乾.预应力型钢混凝土梁设计方法探讨[J].江苏建筑，1996(4): 25-28.

[33] 张松林，舒赣平.预应力钢骨混凝土结构转换梁的设计和分析[J].工业建筑，2001，31(7): 16-17.

[34] 邵宝奎，李晓明.深港产学研基地预应力型钢混凝土结构施工技术[J].建筑技术，2006，37(4):263-265.

[35] 陆平，苏旭霖，薛伟辰.预应力钢骨混凝土梁工程应用及施工监测分析[J].结构工程师，2005，21(2):70-74.

[36] 李峰.预应力钢骨混凝土梁承载能力试验研究[D].重庆:重庆大学，2007.

[37] 田宝新，马成理，耿建强.预应力钢骨混凝土梁在施工过程中结构性能试验研究[J].太原理工大学学报，2005，36:106-107.

[38] 孙建渊，李国平，范立础.后张预应力钢骨混凝土拉弯梁承载力试验研究[J].同济大学学报，2006，34(1):17-21.

[39] 傅传国，李玉莹，梁书亭.预应力型钢混凝土简支梁受弯性能试验研究[J].建筑结构学报，2007(6):62-73.

[40] 傅传国，李玉莹.预应力和非预应力型钢混凝土框架受力及抗震性能试验研究[J].防灾减灾工程学报，2007，27(4):372-378.

[41] 赵国栋，傅传国，刘海，等.预应力型钢混凝土梁刚度的计算方法研究[J].山东建筑工程学院学报，2005，20(3):11-13.

[42] 徐杰，傅传国，赵国栋，等.预应力型钢混凝土梁开裂截面中和轴高度分析[J].山东建筑工程学院学报，2005，20(1):12-15.

Relative Articles

[4]	Chen Zhihua. RESEARCH PROGRESS AND PROSPECT OF CABLE-SUPPORTED STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 1-9. doi: 10.13204/j.gyjz201508001
[5]	Jin Bo, Fu Ganghui, Guo Jiamin. CONSTRUCTION SIMULATION OF SUSPENED-DOME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 5-8. doi: 10.13204/j.gyjz201305001
[6]	Wang Dongmei, Zhang Ailin. ANTI-SEISMIC PERFORMANCE EXPERIMENT ABOUT THE SUSPENDOME STRUCTURE OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 104-108. doi: 10.13204/j.gyjz201005022
[7]	Liu Hongbo, Chen Zhihua, Zhou Ting. A NEW SPATIAL STRUCTURES：CABLE SUPPORTED ARCH-DOME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 10-12. doi: 10.13204/j.gyjz201008003
[8]	Liu Zhansheng, Chen Zhihua, Yan Xiangyu. RELIABILITY ANALYSIS OF CABLE SUPPORTED BARREL VAULT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 16-19. doi: 10.13204/j.gyjz201008005
[9]	Yan Xiangyu, Chen Zhihua, Qiao Wentao, Yu Jinghai. APPLICATION OF A HYBRID STRUCTURE OF LARGE-SPAN PORTAL FRAME AND CABLE SUPPORTED BARREL VAULT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 107-110,127. doi: 10.13204/j.gyjz201003024
[10]	Chen Zhihua, Liu Hongbo, Niu Ben. APPLICATION OF SUSPEN-DOME STRUCTURES IN ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 42-48. doi: 10.13204/j.gyjz201008010
[11]	Sun Guojun, Chen Zhihua, Liu Zhansheng. CABLE SUPPORTED PLANE STRUCTURE AND ITS ELASTOPLASTIC ANALYSIS UNDER BEYOND SNOW LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 20-26. doi: 10.13204/j.gyjz201008006
[12]	Chen Zhihua, Sun Guojun, Yan Xiangyu. RESEARCH ON THE CHARACTERISTICS AND CONCEPT OF THE CABLE SUPPORTED SPACE TRUSS STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 6-9. doi: 10.13204/j.gyjz201008002
[13]	Wang Xiaodun, Liu Zhansheng, Chen Kun. STUDY ON THE CONSTRUCTION OF CABLE SUPPORTED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 35-41. doi: 10.13204/j.gyjz201008009
[14]	Yan Xiangyu, Chen Zhihua, Liu Zhansheng. CONCEPTION AND APPLICATION OF CABLE-SUPPORTED BARREL VAULT STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 13-15,19. doi: 10.13204/j.gyjz201008004
[15]	Zhang Ailin, Li Pengfei, Liu Xuechun. CONSTRUCTION EMULATION ANALYSIS OF SUSPENDOME CONSIDERING TEMPORARY SUPPORTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 105-109. doi: 10.13204/j.gyjz200901023
[16]	Zhang Yigang. DEVELOPMENT OF CABLE-SUPPORTED STRUCTURES IN THE LAST TEN YEARS(1)——CONCEPT OF CABLE-SUPPORTED STRUCTURES AND DEVELOPMENT OF PLANE CABLE-SUPPORTED STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 105-113. doi: 10.13204/j.gyjz200910025
[17]	Zhang Yigang. DEVELOPMENT OF CABLE-SUPPORTED STRUCTURES IN THE LAST TEN YEARS(3):THE CONCEPT AND DEVELOPMENT OF CABLE-SUPPORTED FORMING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 84-89. doi: 10.13204/j.gyjz200912021
[18]	Zhang Ailin, Zhang Cuicui. THE RESEARCH ON SIMULATION OF WIND SPEED TIME-HISTORY OF LONG SPAN SUSPENDED DOME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 93-96. doi: 10.13204/j.gyjz200811023