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Journal of Architecture and Civil Engineering
1673-2049
2005 Issue 1
fa kan ci
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page:封二
Research on bearing capacity of concrete filled double skin steel tubes column
ZHAO Jun-Hai;GUO Hong-xiang;WEI Xue-ying
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page:50-54
Experimental research and theoretical analysis on flexural capacity of connections for concrete-filled steel square tubular columns with inner diaphragms
NIE Jian-guo;Qin Kai;ZHANG Gui-biao
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page:42-49,54
Development of unified strength theory and its applications in civil engineering and its economic significance
YU Mao-hong;Oda Y;Sheng Qian;SHEN Jun;GU Jin-cai;LI Xiao-chun;LI Qing-bin;ZHOU Xiao-ping;JIANG Suo-hong;ZHANG Yong-xing;Dong Yu-li;LIU Ji-ming;JING Hong-jun;Yoshimine M;XU Shuan-qiang
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page:24-41
Construction of ecological district index system
WANG Xiao-ling;YANG Hai-zhen
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page:20-23
Metaphor doctrine building view of modern architecture
WANG Xin-sheng;LIN Yong-le
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page:16-19
Construction of existing antique stone bridges in Shaoxing,China
DING Da-jun
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page:6-15,23
Application of high performance FRP and innovations of structure engineering
LU Zhi-tao
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page:1-5
Analysis of function of soil-cement mixing piles composite soil nailing by small pre-stress
LI Hai-shen;LIN Lin;ZOU Yin-sheng
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page:91-94
Experimental research of cut T-shape column subject to axial compression
ZHOU Sheng-kai;HAO Ji-ping;SHI Xiao-qiang;Dang Wei
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page:87-90
Shape finding analysis of membrane structure based on real material properties
YANG Wei-guo;NA Xiang-qian
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page:83-86
Review of wind-induced internal pressure and its effects on roof structures
LOU Wen-juan;LU Dan;SUN Bing-nan
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page:76-82
Reliability research of existing reinforced concrete structures
HE Shuan-hai;LU Ying-zhao
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page:71-75,82
Restorability class partition for durability of concrete structure
JIN Wei-liang;ZHU Ping-hua
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page:64-70
Distortion research of shear wall structure supported on frame under earthquake actions
SHEN Pu-sheng;LIU Yang
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page:58-63
Study on optimum bending rigidity of seismic wall in frame-shear wall structure
LIU Bo-quan;PAN Yuan
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page:55-57,63