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      EI/SCI論文:

      [1]圓鋼管混凝土短柱軸壓極限承載力分析梁本亮,上海交通大學學報, 2010,Vol.44,No.6,P749-753.

      [2] A novel defect evaluation method for concrete structures in infrared based on ANN and PSO algorithm, Liang Benliang, Key Engineering Materials, 2010,Vol.439-440,P552-557.

      [3] Experimental research on square steel tubular columns filled with steel-reinforced self-consolidating high-strength concrete under axial load,      Zhu Meichun, Engineering Structures, 2010,Vol.32,No.8,P2278-2286.

      [4] 鋼骨-方鋼管高強混凝土柱的軸壓比限值,朱美春,深圳大學學報(理工版), 2010,Vol.27,No.1,P95-101.

      [5] 基于灰色模糊聚類法的路網路面使用性能評價,張麗娟,同濟大學學報(自然科學版),2010,Vol.38,No.2,P252-256.

      [6] A Method to Identify Damage of Roof Truss under Static Load Using Genetic Algorithm,Wang Ying,Artificial Intelligence and Computional Intelligence,2010.11,P9-15.

      [7] Structural design of a practical large-span cable-frame type of suspended single-layer reticulated shell with free surface, Zhang Zhihong, International journal of advanced steel construction,2011,7(4):359-375.

      [8] Desk study of beam/truss-string structures, Zhang Zhihong, International journal of space structures, 2011,26(2):117-124.

      [9] Proper shape analysis of spatial cable-frames, Zhang Zhihong, International journal of space structures, 2011,26(2):95-104.

      [10] 橋梁結構系統識別時的參考通道選擇問題,張宇鑫,振動與沖擊,2011, Vol.30,No.12,P191-194.

      [11] 鋼骨-方鋼管高強混凝土柱抗震性能試驗研究,朱美春,土木工程學報,2011, Vol.44, No.7, P55-63.

      [12] 兩個頻率相近成分的頻譜校正的非迭代形式分析,張強,振動與沖擊, 2012,Vol.31,No.10,P24-28.

      [13] 單軸對稱截面圓弧拱平面外穩定性研究,楊永華,工程力學,2012,Vol.29,No.3,P27-32.

      [14] 型鋼剪力墻彎曲彈簧恢復力模型,方明霽北京工業大學學報, 2012, Vol.38, No.4, P529-535.

      [15] 型鋼混凝土中高剪力墻的抗震性能方明霽,深圳大學學報理工版18luck新利体育,2012, Vol.29, No.1, P38-44.

      [16] 黏彈性Pasternak地基梁振動的復模態分析,彭麗,振動與沖擊,2013,Vol.32,No.2,P143-146.

      [17] Construction sequence simulation of a practical suspen-dome in Jinan olympic center, Zhang Zhihong, Advanced steel construction,2012,Vol.8(1):38-53.

      [18] Ladder from Rib-Ring Type of Spherical Reticalated Shells:a novel type of latticed shells, Zhang Zhihong, International Journal of space structures18luck新利体育,2012,Vol.27,No.1,P55-65.

      [19] Model updating based on an affine scaling interior optimization algorithm,Zhang Yuxin, Engineering Optimization, 2012, 1–17.

      [20] Shaking Table Test of Steel Frame with ALC External Wall Panels, Fang Mingji, Journal of Constructional Steel Resarch,2013,80,278-286.

      [21] Wavelet-Based structural Modal Parameter Identification,Min Zhihua, Structural Control and Health monitoring, 2013.2.

        

      著作:

      1、AutoCAD2004+天正+PKPM建筑制圖教程,王增忠,清華大學出版社18luck新利体育,2004;

      218luck新利体育、建筑制圖新概念百例,王增忠,中國水利水電出版社,2005;

      3、建筑工程全壽命安全經濟決策的理論與應用18luck新利体育,王增忠,同濟大學出版社,2007;

      4、建筑結構CAD應用教程,張宇鑫,同濟大學出版社,2006;

      5、PKPM結構設計應用,張宇鑫,同濟大學出版社18luck新利体育,2006;

      618luck新利体育、Mechanicals of Materials,張燕,清華大學出版社,2008.

        


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