Volume 4 Issue 2
Turn off MathJax
Article Contents
Abstract
Related Articles
Zhu Jundao. Large Panel with Skylight Window Frame Used for Textile Industry Buildings-Zigzag Type[J]. Engineering Mechanics, 1987, 4(2): 119-124.
Citation: Zhu Jundao. Large Panel with Skylight Window Frame Used for Textile Industry Buildings-Zigzag Type[J]. Engineering Mechanics, 1987, 4(2): 119-124.
shu

Large Panel with Skylight Window Frame Used for Textile Industry Buildings-Zigzag Type

  • Nantong Architectural design Institute

More Information
  • Received Date: March 04, 1986
  • Revised Date: December 31, 1899
    Graphical Abstract
    • Abstract
  • This form of buildings have been constructed about 60000m2 since 1974 in the city of Nantong,because the ceiling is smooth,without projecting structural elements and its construction cost is cheaper,so it is greatly welcomed by factories.Structural analysis proved that this system is a static geometrical invariable system,stable structure.The carried out tests show that the performances of inverted double T slab and air conditioning duct beam are satisfactory.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]TENG Zhen-chao, LIU Yan-feng, ZOU De-lei, SUN Yun-lun. STUDY ON THE DAMAGE AND DYNAMIC RESPONSE OF RC WALLS IN NUCLEAR POWER PLANT BUILDINGS UNDER THE IMPACT OF HIGH-ENERGY PIPELINE WHIPPING[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2024.10.0784
    [2]ZHU Jian, ZHAO Jun-hai, TAN Ping, JIN Jian-min. SEISMIC LIFE-CYCLE LOSS ESTIMATION OF CFRP REINFORCED INDUSTRIAL BUILDINGS[J]. Engineering Mechanics, 2019, 36(2): 141-153. DOI: 10.6052/j.issn.1000-4750.2017.12.0930
    [3]GAO Xiang-yu, XU Ji-min, LI Yang-long, ZHANG Ling-wei, WANG Yong-qiang, LIU Kai-yan. INELASTIC TORSION CHARACTERISTICS AND DESIGN SUGGESTIONS FOR STEEL FRAME-BENT STRUCTURES IN THE MAIN BUILDINGS OF THERMAL POWER PLANTS[J]. Engineering Mechanics, 2017, 34(10): 188-199. DOI: 10.6052/j.issn.1000-4750.2016.11.0893
    [4]CHEN Shi-ming, ZHUANG Bing-rui, ZHOU Zu-yue. Seismic performance evaluation of assembled O-Stable Panel walls[J]. Engineering Mechanics, 2016, 33(5): 176-183. DOI: 10.6052/j.issn.1000-4750.2014.10.0864
    [5]WU Yi-bin, HUANG Yan, QU Ge. THE CALCULATION METHOD OF LARGE SHIPYARD INDUSTRIAL CONCRETE FLOOR[J]. Engineering Mechanics, 2016, 33(增刊): 133-137. DOI: 10.6052/j.issn.1000-4750.2015.04.S056
    [6]LIANG De-zhi, CHEN Xue-xia. EFFECTIVE STATIC WIND LOAD FOR THE ROOF OF LIGHT-WEIGHT STEEL STUCTURE WITH GABLE FRAMES DUE TO VERTICAL WIND[J]. Engineering Mechanics, 2013, 30(增刊): 175-183. DOI: 10.6052/j.issn.1000-4750.2012.05.S040
    [7]LI Qi. LARGE EDDY SIMULATION OF UNSTEADY WIND FIELD AROUND BUILDING USING TURBULENT INFLOW[J]. Engineering Mechanics, 2012, 29(12): 274-280. DOI: 10.6052/j.issn.1000-4750.2011.05.0290
    [8]ZHAO Bao-hu, WANG Yan-qun, YUE Cheng, KANG Yi-lan. STRESS MONITORING AND SAFETY EVALUATION OF THE COUNTERFORCE FRAME DURING SHIELD ORIGINATING[J]. Engineering Mechanics, 2009, 26(9): 105-111.
    [9]<I>&#</I>;WANG She-liang;ZHAO Xiang;XI Kuan-tang;YUN Xiang-yi. FINITE ELEMENT ANALYSIS FOR RC SHEAR WALL WITH BOUNDARY COLUMNS IN MAIN FACTORY BUILDING OF THE LARGE CAPACITY POWER PLANT[J]. Engineering Mechanics, 2007, 24(12): 100-105.
    [10]zhang Anmin. on Calculating the Transverse and Longitudinal stiffness of a Single-story Industrial Workshop[J]. Engineering Mechanics, 1986, 3(1): 81-88.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (650) PDF downloads (220) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return