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| 吊杆断裂破坏安全极限状态下中、下承式拱桥悬吊桥面系简化计算方法 |
| 吴庆雄1, 2 罗健平1 陈康明1, 3 林佳成1 |
1. 福州大学土木工程学院，福建福州 350116
2. 福州大学福建省土木工程多灾害防治重点实验室，福建福州 350116
3. 福州大学福建省高校工程结构重点实验室，福建福州 350116 |
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| Simplified calculation method for suspension bridge deck system of half-through and through arch bridge under safety limit condition of suspender fracture |
| Wu Qingxiong1,2 Luo Jianping1 Chen Kangming1,3 Lin Jiacheng1 |
1. College of Civil Engineering, Fuzhou University, Fuzhou 350116, China
2. Fujian Provincial Key Laboratory on Multi-Disasters Prevention and Mitigation in Civil Engineering, Fuzhou University, Fuzhou 350116, China
3. Key Laboratory of Fujian Universities for Engineering Structures, Fuzhou University, Fuzhou 350116, China |
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