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浏览/检索结果: 共5条，第1-5条 帮助 限定条件 专题：中南林业科技大学    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 The Dynamic Characteristic and Response's Discussion of External Prestressing Curved Beam 会议论文 4th International Conference on Structures and Building Materials (ICSBM), Guangzhou, PEOPLES R CHINA, MAR 15-16, 2014 作者:  Huang, Minyuan* 收藏  |  浏览/下载：4/0  |  提交时间：2019/12/28 External Prestressing Curved Beam  Natural Frequency  Resonance Prevention  Dynamic Characteristic  Dynamic Response  Model Test   Research and Application of External Prestressing Curved Beam's Tendons 会议论文 1st International Conference on Advances in Civil Infrastructure Engineering (ICACIE 2012), Changsha, PEOPLES R CHINA, SEP 15-16, 2012 作者:  Huang, Minyuan*;  Zou, Zongren 收藏  |  浏览/下载：4/0  |  提交时间：2019/12/28 External Prestressing  Curved Beam  Tendon Diameter  Anchoring Position  Strengthening Works  Optimal Design  Control Parameters   Engineering application of External Prestressing Curved Beam 会议论文 1st International Conference on Advances in Civil Infrastructure Engineering (ICACIE 2012), Changsha, PEOPLES R CHINA, SEP 15-16, 2012 作者:  Huang, Minyuan*;  Zou, Zongren 收藏  |  浏览/下载：3/0  |  提交时间：2019/12/28 External prestressing  Curved Beam  Reasonable Value  Control Parameter  Simulation  Anchoring System   A Survey on Project Application of External Prestressing Technology 期刊论文 ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 卷号: 368-373, 页码: 1469-1472 作者:  Huang, Minyuan* 收藏  |  浏览/下载：11/0  |  提交时间：2019/12/28 External Prestressing  Transmission System  Function Position  Anchor System  Construction Monitoring  Anti-Vibration Localization   Maintenance strategies of historical bridges in China 会议论文 2nd International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2012, Yantai, China, May 25, 2012 - May 27, 2012 作者:  Wang, Zhifeng*;  Dai, Guihua 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/28 CFRP  External Prestressing  Historical Bridge  Load-Carrying Capacity  Maintenance Strategy