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浏览/检索结果: 共6条，第1-6条 帮助 限定条件 内容类型：会议论文    专题：河南大学    第一署名单位    第一作者单位    通讯作者单位     已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Dynamical failure index of single layer Keiwitt latticed shell structures 会议论文 13th Global Congress on Manufacturing and Management, GCMM 2016, 2016-11-28 作者:  Zhu, Liming[1];  Sun, Yun[2];  Du, Wenfeng[3];  Zhang, Zengguang[4] 收藏  |  浏览/下载：6/0  |  提交时间：2019/12/23 An optimum method for latticed shells based on concept of the compression line 会议论文 13th Global Congress on Manufacturing and Management, GCMM 2016, 2016-11-28 作者:  Zhu, Liming[1];  Liu, Qi[2];  Gao, Peinan[3];  Ma, Yingyun[4];  Guo, Bingyang[5] 收藏  |  浏览/下载：7/0  |  提交时间：2019/12/23 Mechanical properties and experimental researches of new CSIPs sandwich panels 会议论文 13th Global Congress on Manufacturing and Management, GCMM 2016, 2016-11-28 作者:  Du, Wenfeng[1];  Yang, Xue[2];  Zhu, Liming[3];  Sun, Yun[4] 收藏  |  浏览/下载：1/0  |  提交时间：2019/12/23 The bionic optimization and analysis and calculation of the cast-steel joint with three branches 会议论文 International Conference on Manufacturing Engineering and Process 作者:  Zhenghao Zhu[1];  Wenfeng Du[2];  Zhifei Sun[3];  Liming Zhu[4] 收藏  |  浏览/下载：4/0  |  提交时间：2019/12/23 Tree-like structures  Cast-steel joint with three branches  The Finite Element Method   Comparison of Four Structural Schemes for the Roof Design of Qinyang Stadium 会议论文 International Conference on Civil Engineering, Architecture and Sustainable Infrastructure, 2013-01-01 作者:  Wenfeng Du[1];  Zhenghao Zhu[2];  Liming Zhu[3] 收藏  |  浏览/下载：7/0  |  提交时间：2019/12/23 Suspended lattice shell  Tensile cable  Construction  Tension slacken analysis method   Improved Rigid Cable Method for Pre-stress Optimization in Suspend-dome Structures 会议论文 International Conference on Civil Engineering, Architecture and Sustainable Infrastructure, 2013-01-01 作者:  Wenfeng Du[1];  Liming Zhu[2];  Zhifei Sun[3] 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/23 Suspend-dome structure  Losses of pre-stress  Rigid cable method