EXPERIMENTAL INVESTIGATION ON SLAB FLEXURAL MOMENT OF FRAME SUPPORTED FLAT PLATE STRUCTURE

Li Ping; Liang Shuting; Jiang Yongsheng

doi:10.13204/j.gyjz200505014

Volume 35 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(5): 54-55,62

Li Ping, Liang Shuting, Jiang Yongsheng. EXPERIMENTAL INVESTIGATION ON SLAB FLEXURAL MOMENT OF FRAME SUPPORTED FLAT PLATE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 54-55,62. doi: 10.13204/j.gyjz200505014

Citation:

Li Ping, Liang Shuting, Jiang Yongsheng. EXPERIMENTAL INVESTIGATION ON SLAB FLEXURAL MOMENT OF FRAME SUPPORTED FLAT PLATE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 54-55,62. doi: 10.13204/j.gyjz200505014

Citation:

PDF( 0 KB)

EXPERIMENTAL INVESTIGATION ON SLAB FLEXURAL MOMENT OF FRAME SUPPORTED FLAT PLATE STRUCTURE

doi: 10.13204/j.gyjz200505014

1.
1. Nanjing Audit Institute Nanjing 210029;
2.
2. Key Laboratory of Concrete &Prestressed Concrete Structures of Ministry of Education,Southeast University Nanjing 210096

Received Date: 2004-12-06
Publish Date: 2005-05-20

Abstract

Abstract

Hidden beam should be designed between columns for frame supported flat plate structure(FSFPS)according to the new codes and punching shear reinforcements are set to immprove the punching shear strength of the slab column connections. To study the calculative methods for the slab, the spot experiment of a pilot project is done. The test result shows that EFM(equivalent frame method) still is an effective method on studying slab of frame supported flat plate structure. Based on which some design proposals for the new system are put forward.
- frame supported flat plate structure,
- flexural moment,
- equivalent frame method,
- design proposals

FullText(HTML)

References(5)

References

[2] Megally S, et al. Design Considerations for Slab-Column Connections in Seismic Zones. ACI Structural Journal, 1994, May-Jun:303 ～ 314;

许巍,梁书亭,蒋永生.新型梁柱-板柱组合结构(住宅)体系的抗震性能分析.东南大学学报,2001,31(6):9～13;

[3] 于庆荣,颜德姮,程文瀼.混凝土结构.北京:中国建筑工业出版社,1994.26;

[4] 朱聘儒.双向板无梁楼盖.北京:中国建筑工业出版社,1999.254～256;

[5] 朱聘儒.双向板无梁楼盖.北京:中国建筑工业出版社,1999.83～92

Relative Articles

[1]	ZHAO Bingzhen, HAN Yibo, LI Pengfei, LI Yang, CHEN Zhihua, WANG Jun, LIU Hongbo, WANG Tiansong, LIU Yang. Analysis of the Vertical Bearing Performance of a Double-Layer Steel Truss Bridge with Arched Stiffening Chords[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 52-57. doi: 10.3724/j.gyjzG24082604
[2]	GAO Ruixiang, ZHANG Chunxia, LAN Tao, LIU Xin. Dynamic Responses and Design Suggestions of Anti-Explosion Chambers Under Large Equivalent Explosion Loads[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 27-39. doi: 10.3724/j.gyjzG24083006
[3]	HAN Dongdong, MEN Yuming, WANG Peng. MODEL TESTS ON INFLUENCES OF STIFFNESS AND SPACING FOR BEAMS ON LATTICE BEAMS BY PRESTRESSED ANCHORAGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 136-141. doi: 10.13204/j.gyjzG20052107
[4]	Chen Xi, Xu Wei, Zuo Yuzhu. CENTRIFUGAL MODEL TESTS ON MECHANICAL PROPERTY OF CELLULAR DIAPHRAGM WALL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 67-71. doi: 10.13204/j.gyjz201302014
[5]	Bao Hua. COMPARISON AND CALCULATION OF TUBULAR MULTI-PLANAR JOINTS BY DOMESTIC AND FOREIGN CODES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 125-128,138. doi: 10.13204/j.gyjz201202028
[6]	Zong Liang, Wang Yuanqing, Shi Yongjiu. PARAMETRIC ANALYSIS ON FLEXURAL CAPACITY OF FLANGE-PLATE CONNECTION CONSIDERING PRYING FORCE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 131-135. doi: 10.13204/j.gyjz201109030
[7]	Yang Xiaohua, Zhou Chaoyang, He Xuejun, Mo Lingwen. EXPERIMENTAL STUDIES ON BEARING CAPACITY AFTER EARTHQUAKE OF POST-TENSIONED UNBONDED PRESTRESSED CONCRETE HOLLOW SLAB-COLUMN STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 54-60. doi: 10.13204/j.gyjz201010013
[8]	Wang Cheng, Zhang Yigang. STUDY OF FORMING PROCESS OF THE ISFL BASED ON MOMENT CHARACTERISTIC[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 102-106. doi: 10.13204/j.gyjz201001025
[9]	Zhao Liping, Xiang Li, Lu Chen, Han Shilin. ANALYSIS OF BEARING LOAD CHARACTERISTIC OF SQUEEZED BRANCH AND PLATE PILE GROUP FOUNDATION UNDER LATERAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 52-56. doi: 10.13204/j.gyjz200910014
[10]	Ding Min, Xue Weichen, Wang Hua. EXPERIMENT ON STUD SHEAR CONNECTORS IN STEEL-HIGH PERFORMANCE CONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 9-13. doi: 10.13204/j.gyjz200708003
[11]	Guo Jinshi, Yin Xinsheng. STUDY ON PERFORMANCE TEST OF EDGE JOINTS FOR FLAT BEAMS OF REINFORCED CONCRETE TOP FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 33-35. doi: 10.13204/j.gyjz200707011
[12]	Wang Xiao-hui, Zhang Shu-lu, Xue Wei-chen. CACULATION METHOD FOR PRESTRESSING LOSS OF BONDED CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 23-25. doi: 10.13204/j.gyjz200604007
[13]	Tao Zhong, Gao Xian, Yu Qing. THEORETICAL ANALYSIS OF HYSTERETIC BEHAVIOR OF FRP-CONFINED RC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 15-19. doi: 10.13204/j.gyjz200509005
[14]	Wu Tao, Liu Boquan, Bai Guoliang, Li Hongxing, Zhu Jianing. RESEARCH ON FAILURE MECHANISM AND DESIGN METHOD OF ABNORMAL FRAME JOINTS IN INDUSTRIAL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 26-28. doi: 10.13204/j.gyjz200507009
[15]	Zhang Wenge. ANALYSIS AND SUGGESTIONS OF ACCIDENT TO A CONVERTER FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 91-93. doi: 10.13204/j.gyjz200402027
[16]	Wu Tao, Bai Guoliang, Liu Boquan. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF ABNORMAL JOINTS OF R.C FRAME FOR A LARGE-SCALE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 39-41. doi: 10.13204/j.gyjz200401011
[17]	Fu Chuanguo, Lou Yu, Jiang Yongsheng. ANALYSIS AND DISCUSSION ON LAYOUT SCHEME OF PRESTRESSED BARS FOR TRANSFER STRUCTURE WITH LARGE-SPAN LAMINATED OPEN-WEB TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 72-75. doi: 10.13204/j.gyjz200401021
[18]	Fu Chuanguo, Wang Guangyong, Jiang Yongsheng. DISCUSSION ON SEVERAL MECHANICAL PROBLEMS OF INTEGRAL TRANSFER STRUCTURE WITH LARGE-SPAN LAMINATED OPEN-WEB TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 32-35,65. doi: 10.13204/j.gyjz200401009
[19]	Wu Qiang, Cheng Wenrang, Du Xinnian. THE BEARING CAPACITY AND FAILURE MODES STUDY OF INTERIOR CONNECTIONS IN RC SLAB-COLUMN STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 43-45. doi: 10.13204/j.gyjz200404013
[20]	Wu Qiang, Cheng Wenrang. STUDY OF CALCULATING WIDTH OF EQUIVALENT BEAM FOR SLAB-COLUMN STRUCTURE SUBJECTED TO HORIZONTAL FORCES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 77-79. doi: 10.13204/j.gyjz200403024