DESIGN OF A MULTI-LAYER AND LARGE SPACE GYMNASIUM

Li Shesheng

doi:10.13204/j.gyjz201201032

Volume 42 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(1): 164-168

LIU Zhongyu, LI Qingkai, ZHU Xinmu, XIA Yangyang. ANALYSIS OF RADIAL ELASTIC VISCO-PLASTIC CONSOLIDATION FOR IDEAL SAND-DRAINED GROUND BASED ON HANSBO'S FLOW[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 96-101,108. doi: 10.13204/j.gyjz202003016

Citation:

Li Shesheng. DESIGN OF A MULTI-LAYER AND LARGE SPACE GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 164-168. doi: 10.13204/j.gyjz201201032

Citation:

Li Shesheng. DESIGN OF A MULTI-LAYER AND LARGE SPACE GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 164-168. doi: 10.13204/j.gyjz201201032

PDF( 0 KB)

DESIGN OF A MULTI-LAYER AND LARGE SPACE GYMNASIUM

doi: 10.13204/j.gyjz201201032

Li Shesheng^1,2

1.
1. Gansu Construction Vocational College,Lanzhou 730050,China;
2.
2. Gansu Jianyuan Construction Designing Institute,Lanzhou 730050,China

Received Date: 2011-07-15
Publish Date: 2012-01-20

Abstract

Abstract

It was comprehensively analysed the gymnasium of a college in Gansu,which was an irregular structure with multi-layer and large space.Considering the fact that its roof-spatial grid structure and lower main-body were made of two different material,it was analysed the spatial co-action principle and earthquake performance between roof-structure and its main-body,a reasonable calculating model was set up.And constructional computing program was used to calculate its anti-earthquake capability,and its calculation results were regulated manually.The design fully considered its construction measure to ensure the engineering safety.
- multi-layer structure with irregular and large space,
- co-action,
- structural model,
- structure analysis and design

FullText(HTML)

References(6)

References

焦英立,陈勇,张湘冀. 空旷公共建筑--华侨城室内剧场抗震设计[J].建筑结构,2007,(04):77-85.

GB500112001建筑抗震设计规范[S].

JGJ791网架结构设计与施工规程[S].

JGJ32002,J1862002高层建筑混凝土结构技术规程[S].

李云贵. PKPM结构软件研讨会教材[M].北京:中国建筑科学研究院建筑工程软件研究所,2007.

GB500lO一2002混凝土结构设计规范[S].

Relative Articles

[1]	LIU Guangqing, GE Hongbin, LIU Haiwang, TU Yuan, WANG Kuihua. Predictions and Analysis Methods for Subsidence of Reclaimed Airports on Soft Soil Foundation Under Preloading Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 159-164. doi: 10.13204/j.gyjzG20081106
[8]	Yao Zhixiong. STUDY ON THE VIBROFLOTATION MECHANISM OF LOOSE SILTY FINE SANDS WITHOUT ADDITIONAL BACKFILL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 92-96,146. doi: 10.13204/j.gyjz201202021
[9]	Wu Lichun, Wang Houxing, Yin Qingfang. EFFECTS OF RAMMING ENERGY OF DYNAMIC CONSOLIDATION ON THE IMPROVEMENT OF SATURATED HYDRAULIC FILL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 128-132. doi: 10.13204/j.gyjz201201024
[10]	Guo Biao, Gong Xiaonan, Lu Mengmeng, Li Ying. CONSOLIDATION BEHAVIOR ANALYSIS OF MULTI-LAYERED SAND DRAINS FOUNDATION WITH VARYING HORIZONTAL PERMEABILITY COEFFICIENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 88-95. doi: 10.13204/j.gyjz201004020
[11]	Liu Rong. EXPERIMENTAL STUDIES ON THE PORE WATER PRESSURE OF MUNICIPAL SOLID WASTE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 69-71. doi: 10.13204/j.gyjz200812018
[12]	Zhang Yanmei, Zhang Xudong, Zhang Hongru. CALCULATION METHOD OF GENERATION AND DISSIPATION OF EXCESS PORE WATER PRESSURE IN STONE COLUMNS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 56-59,94. doi: 10.13204/j.gyjz200703015
[13]	Lian Feng, Gong Xiaonan, Zhang Changsheng. EFFECT ANALYSIS OF SOFT FOUNDATION TREATMENT BY VACUUM PRELOADING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 58-62. doi: 10.13204/j.gyjz200710016
[14]	Zhou Hongbo, . NUMERICAL SIMULATION OF LONG-TERM SETTLEMENT OF PILE FOUNDATION CONSIDERING CONSOLIDATION AND RHEOLOGICAL PROPERTIES OF SOILS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 76-82,97. doi: 10.13204/j.gyjz200611019
[15]	Mei Fu-liang. INCREMENT-DIMENSIONAL PRECISE INTEGRATION METHOD OF SOLVING CONSOLIDATION EQUATION FOR SATURATION SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 50-51. doi: 10.13204/j.gyjz200604015
[16]	Lei Jinbo, Li Maolin, Xiang Dongde, Jiang Hongdao. REGULARITY ANALYSIS AND STUDY ON PORE WATER PRESSURE DURING PTC PILE CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 56-60. doi: 10.13204/j.gyjz200506016
[17]	Wen Xiaogui, Zhu Jiancai, Gong Xiaonan. EXPERIMENTAL STUDY ON MECHANISM OF REINFORCING SOFT FOUNDATION OF BRIDGE HEAD BY VACUUM COMBINED WITH SURCHARGE PRELOADING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 40-43. doi: 10.13204/j.gyjz200405013
[18]	Wang Zhiliang, Li Yongchi, Zheng Mingxin, Yin Zongze, Wu Kehai. EXPLORATION OF e-lgp METHOD TAKING ACCOUNT OF RHEOLOGY AND LATERAL DEFORMATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 36-39. doi: 10.13204/j.gyjz200410011