SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES

Xu Xiangtao; Fan Tao

doi:10.13204/j.gyjz200909015

Volume 39 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 74-76,66

Xu Xiangtao, Fan Tao. SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 74-76,66. doi: 10.13204/j.gyjz200909015

Citation:

Xu Xiangtao, Fan Tao. SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 74-76,66. doi: 10.13204/j.gyjz200909015

Xu Xiangtao, Fan Tao. SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 74-76,66. doi: 10.13204/j.gyjz200909015

Citation:

Xu Xiangtao, Fan Tao. SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 74-76,66. doi: 10.13204/j.gyjz200909015

PDF( 0 KB)

SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES

doi: 10.13204/j.gyjz200909015

Xu Xiangtao^1,2,
Fan Tao^1,2

1.
1. College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,China;
2.
2. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,hina

Received Date: 2008-10-08
Publish Date: 2009-09-20

Abstract

Abstract

The structural design of a france beam can be done by PKPM after determining column grid layout and floor scheme.Overreinforced beams in reinforced concrete frame structures can be judged by TAT or SATWE analysis.The controlling factors of overreinforced beams are section size,input mode,preferred materials and TAT or SATWE parameters.Overreinforced beams can be avoided by reasonable parameters evaluation
- frame structure beam,
- structure design,
- overreinforced phenomenon,
- solution PKPM,

FullText(HTML)

References(8)

References

GB500112001建筑抗震设计规范[S].

[2] 韩宗良.框架结构柱网尺寸的确定原则[J].建筑工人,2004(11):12-13.

[3] 中国建筑科学研究院PKPMCAD工程部.多层及高层建筑结构空间有限元分析与设计软件SATWE用户手册及技术条件[M].北京:中国建筑科学研究院PKPMCAD工程部,2005:100-101.

[4] 中国建筑科学研究院PKPMCAD工程部.新规范PKPM设计软件实用手册[M].北京:中国建筑科学研究院PKPMCAD工程部,2003:75-79.

[5] GB50010-2002混凝土结构设计规范[S].

[6] JGJ 3-2002高层建筑混凝土结构技术规程[S].

[7] 熊艳萍.框架梁计算刚度合理取值的研究[J].科技咨询导报,2007(27):25-26.

[8] 杜太生,黄荣杰.钢筋混凝土梁截面的经济取值研究[J].华北水利水电学院学报,2003,24(3):13-15.

Relative Articles

[1]	GE Yuanhui, LI Yanchang, HAN Liangjun, LI Jun, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Design Method of Combination Technique for Prefabricated Structure and Self-Resetting Structure[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 60-69,193. doi: 10.13204/j.gyjzG21121407
[2]	LIU Zongquan, YUE Qingrui, LI Rong, ZENG Zhaobo, DING Yi. CHARACTERISTICS AND DEVELOPMENT TREND OF STRUCTURAL DESIGN FOR SINGLE BUILDING IN THEME PARKS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 137-140,218. doi: 10.13204/j.gyjzG20122104
[3]	Liu Wenyan. STRUCTURAL DESIGN OF A SUPER-HIGH-RISE OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 157-162. doi: 10.13204/j.gyjz2001412027
[4]	Li Jianfen, Wu Dongfeng, Wang Yan. STRUCTURAL DESIGN OF A LONG-SPAN AND ARCHED STEEL CANOPY WITHOUT COLUMN ON PLATFORM IN TAIZHOU RAILWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 168-171. doi: 10.13204/j.gyjz2001411033
[5]	Sun Changling, Wang Zhiyuan. THE EXAMPLE ABOUT THE ADAPTIVE REUSEOF OF AN INDUSTRIAL PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 168-171. doi: 10.13204/j.gyjz201302034
[7]	Shen Jianming, Wang Junping, Li Mengxiong. BRIEF INTRODUCTION TO STRUCTURAL DESIGN WITH EUROCODES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 102-107. doi: 10.13204/j.gyjz201102024
[8]	Xiong Xueyu, Gao Feng, Li Yaming. EXPERIMENT AND CALCULATION OF NORMAL SECTION BENDING CAPACITY OF PRESTRESSED STEEL REINFORCED CONCRETE FRAME BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 24-29. doi: 10.13204/j.gyjz201112006
[9]	Xu Xiangtao. DESIGN OF SECTION SIZE OF FRAME COLUMNS FOR REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 44-46,59. doi: 10.13204/j.gyjz201003012
[10]	Guo Meng, Shi Linkai. STUDY ON STRUCTURAL DESIGN OF SPECIAL-SHAPED FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 70-73. doi: 10.13204/j.gyjz200906017
[11]	Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Ge Jiaqi. THE STRUCTURAL DESIGN AND CONSTRUCTION OF THE SUSPENDED-CABLE STRUCTURE FOR THE DAY-LIGHTING CEILING OF JINSHA SITE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 26-29. doi: 10.13204/j.gyjz200812008
[12]	Tang Xingrong, Mao Xiaoyong, Gu Qiang, Yu Anlin. STRUCTURAL DESIGN OF MEGA SPATIAL STEEL TUBE ELLIPTICAL ARCH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 92-95,29. doi: 10.13204/j.gyjz200806024
[13]	Zhang Jianrong, Liu Zhaoqiu, Hua Yijie. RESEARCH ON TEMPERATURE EFFECT COMBINATION IN THE DESIGN OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 42-46,11. doi: 10.13204/j.gyjz200701012
[14]	Liu Zheng, Sun Jun, Wang Hai-ying. STRUCTURAL DESIGN AND SAFETY OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 46-49,32. doi: 10.13204/j.gyjz200605014
[15]	Wei Li-jin. TENTATIVE DISCUSSION ON LOGICAL USE OF THE PKPM SOFTWARE WITH THE NEW CODE FOR STRUCTURE DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 50-55. doi: 10.13204/j.gyjz200605015
[16]	Shao Jian-jun, Wang Yi-min, Zhou Wei-dong, Wang Rui-kou, Chen Dong. DISCUSSION ON DESIGN AND CONSTRUCTION OF RETROFITTING FRAME BEAMS AFTER FIRE BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 95-96,104. doi: 10.13204/j.gyjz200607026
[17]	Wu Xiaowei, Pan Qi, Yu Changhai, Lu Daqing. STRUCTURAL DESIGN OF OFFICE BUILDING FOR YINZHOU BANK[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 39-40,44. doi: 10.13204/j.gyjz200506011
[18]	Wang Haizhong, Zhao Tianyu. STRUCTURAL DESIGN AND MODES OF FAILURE ANALYSIS OF SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 97-99,120. doi: 10.13204/j.gyjz200508024
[19]	Wu Qing, Hao Yamin. THE STRUCTURE DESIGN AND CONSTRUCTION OF THE NEW LEIFENG PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 19-22. doi: 10.13204/j.gyjz200412005
[20]	Liu Ying, Wang Yuliang, Bai Ligeng. ANALYSIS OF BENDING RESISTANCE OF STEEL PLATE-STICKING REINFORCED FRAME BEAM UNDER REVERSED LOW CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 61-63. doi: 10.13204/j.gyjz200409018