DISCUSSION ON THE INTERNAL FORCE ADJUSTION IN SEISMIC DESIGN OF MAIN BUILDINGS FOR THERMOELECTRICAL POWER PLANT WITHOUT SHEAR WALL IN TRANSVERSE DIRECTION

Peng Lingyun; Yan Weiming; Wu Honglei; Cao Qiang

doi:10.13204/j.gyjz200807004

Volume 38 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(7): 16-18,29

Peng Lingyun, Yan Weiming, Wu Honglei, Cao Qiang. DISCUSSION ON THE INTERNAL FORCE ADJUSTION IN SEISMIC DESIGN OF MAIN BUILDINGS FOR THERMOELECTRICAL POWER PLANT WITHOUT SHEAR WALL IN TRANSVERSE DIRECTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 16-18,29. doi: 10.13204/j.gyjz200807004

Citation:

Peng Lingyun, Yan Weiming, Wu Honglei, Cao Qiang. DISCUSSION ON THE INTERNAL FORCE ADJUSTION IN SEISMIC DESIGN OF MAIN BUILDINGS FOR THERMOELECTRICAL POWER PLANT WITHOUT SHEAR WALL IN TRANSVERSE DIRECTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 16-18,29. doi: 10.13204/j.gyjz200807004

Citation:

Peng Lingyun, Yan Weiming, Wu Honglei, Cao Qiang. DISCUSSION ON THE INTERNAL FORCE ADJUSTION IN SEISMIC DESIGN OF MAIN BUILDINGS FOR THERMOELECTRICAL POWER PLANT WITHOUT SHEAR WALL IN TRANSVERSE DIRECTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 16-18,29. doi: 10.13204/j.gyjz200807004

PDF( 0 KB)

DISCUSSION ON THE INTERNAL FORCE ADJUSTION IN SEISMIC DESIGN OF MAIN BUILDINGS FOR THERMOELECTRICAL POWER PLANT WITHOUT SHEAR WALL IN TRANSVERSE DIRECTION

doi: 10.13204/j.gyjz200807004

1.
1. Beijing Key Lab of Earthquake Engineering and Structure Retrofit,Beijing University of Technology Beijing 100022;
2.
2. Shandong Electric Power Engineering Consulting Institute Jinan 250013;
3.
3. Wuhan Constant Properties Ltd Wuhan 430000

Received Date: 2008-02-26
Publish Date: 2008-07-20

Abstract

Abstract

The main building for a thermal power plant usually has shear wall only in longitudinal direction,and in 0.2Q_0 adjustment,the design software always adjust section internal forces of all the beams connected with the frame column,which exaggerates section internal forces of lateral beams,causing unnecessary conservativeness.It is proposed twice design calculation should be done for this kind of structure.In the first step,the structure is designed according to frame-shear wall system.Then the second step calculation and design are carried out,in this case the structure is designed being as frame system.It is suggested to use the calculation results from second and first step design for lateral frame beams and the other components respectively.
- frame shear structure,
- shear regulation,
- main building of thermal

FullText(HTML)

References(3)

References

GB 50260-96电力设施抗震设计规范

[2] GB 50011-2001建筑抗震设计规范

[3] JGJ 3-2002高层建筑混凝土结构技术规程

Relative Articles

[1]	PENG Lingyun, YUAN Yongqiang, TANG Zhenyun, KANG Yingjie, YIN Yiwen, FANG Guowei. RESEARCH ON DAMPING PERFORMANCE OF SUSPENDED COAL BUCKET TMD FOR THERMAL POWER PLANT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 30-38. doi: 10.13204/j.gyjz202004006
[3]	Wang Zejun, Kong Lingcang, Ren Jiafu. STUDY ON EFFECT OF GROUND WALL THICKNESS ON SEISMIC PERFORMANCE OF FRAME-SUPPORTED SHEAR WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 42-45.
[4]	Li Hongxing, Gao Wei, Zhao Chunlian, Li Guoqiang, Dong Lühe, Sun Feifei. APPLICATION OF BUCKLING-RESTRAINED BRACES ( BRB) IN RC FRAME-BENT MAIN BUILDING STRUCTURE FOR LARGE THERMAL POWER PLANTS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 98-102.
[5]	STUDY OF SEISMIC PERFORMANCE OF SRC COLUMN-SHEAR WALL HYBRID STRUCTURE#br# SYSTEM OF MAIN POWERHOUSE IN LARGE-SCALE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 92-97.
[7]	Zhao Lingxian, Zheng Qizhen, Yang Jue, Liu Guojun, Ye Minjian. INSERTING LAYERS RECONSTRUCTION DESIGN FOR AN INDUSTRIAL WORKSHOP[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 162-166.
[8]	Qu Cuicui, Xu Zhen. COLOR DESIGN OF MAIN MILL BUILDINGS OF POWER PLANTS BASED ON VISUAL INTEGRITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 173-174,148. doi: 10.13204/j.gyjz201312032
[9]	Dai Huijuan, Bai Guoliang, Sun Peng, Zhu Jianing. THE STUDY ON TEMPERATURE RESPONSE FOR CONCRETE MAIN WORKSHOP IN LARGE-SCALE HEAT-ENGINE PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 32-37. doi: 10.13204/j.gyjz201301009
[10]	Xue Jianyang, Liang Jiongfeng, Peng Xiuning, Wen Yongqiang. ELASTIC EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAME-BENT STRUCTURES OF MAIN BUILDINGS FOR LARGE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 137-141. doi: 10.13204/j.gyjz201206029
[11]	Yin Long-xing, Bai Guo-liang, Li Hong-xing, Li Xiao-wen. STUDY ON EXPERIMENT AND DISPLACEMENT-BASED DESIGN METHOD OF THE MAIN BUILDING FOR THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 56-60. doi: 10.13204/j.gyjz201209013
[12]	Song Yuanqi, Wang Xiaogang, Wen Yanfeng, Liang Yuanzhong, Gong Huguang. ELASTOPLASTIC TIME-HISTORY ANALYSIS OF FRAME-BENT STRUCTURE FOR MAIN MILL BUILDING OF LARGE-SCALE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 51-54. doi: 10.13204/j.gyjz201001014
[13]	Liu Xiaofan, Tong Yuesheng. STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 49-53. doi: 10.13204/j.gyjz200904012
[14]	Yan Weiming, Zhang Chunke, Peng Lingyun, Yao Yi. A NEW TYPE OF SHEARING LEAD DAMPER AND ITS APPLICATION IN MILL BUILDINGS FOR A THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 41-44,49. doi: 10.13204/j.gyjz200807010
[15]	Xia Kaiquan, Long Lei, Xing Haijun. STRUCTURAL RELIABILITY ASSESSMENT OF FLOODABLE PUMP HOUSES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 37-40. doi: 10.13204/j.gyjz200612011
[16]	Ding Sheng-guo, Ding Ting, Wang Hong-ying, Mu Wen-lun. RESEARCH ON THE SHEAR-TORSION EFFECT OF THE IRREGULAR PLANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 43-46,64. doi: 10.13204/j.gyjz200606014