METHOD OF UPGRADING SEISMIC PERFORMANCE OF EXISTING SPILLWAY PIERS ON DAMS AND COUPLED EARTHQUAKE-RESISTANT STRUCTURE

• 1. 一种提高自复位装配式双柱墩抗震性能的方法 [P] . 中国专利： CN112900240A . 2021-06-04
• 2. 循环载荷与氯离子腐蚀耦合的RC桥墩抗震性能分析方法 [P] . 中国专利： CN109724887A . 2019-05-07
• 3. PIER BEAM INTERCONNECTING PIERS, LOWER STRUCTURES OF BRIDGE, FOR INCREASE OF LOAD CARRYING CAPACITY OF BRIDGE AND INSTALLATION METHOD THEREOF, PREVENTING HORIZONTAL LOAD CARRYING CAPACITY AND INELASTIC FAILURE OF PILLAR AND REINFORCING SEISMIC PERFORMANCE [P] . 韩国专利： KR20040097798A . 2004-11-18

  机译： 墩梁互连桩，桥的下部结构，用于增加桥的承载能力及其安装方法，可防止水平荷载承载力和防止柱的弹性破坏并增强抗震性能

• 4. Temporary earthquake-resistant structures and the construction methods of seismic sinker in the construction and installation of the existing Frame [P] . 日本专利： JP5989597B2 . 2016-09-07

  机译： 现有框架施工安装中的临时抗震结构及减震器的施工方法

• 5. SEISMIC RETROFITTING METHOD OF A BEAM STRUCTURE HAVING EXCELLENT EARTHQUAKE-RESISTANT PERFORMANCE [P] . 韩国专利： KR20120037129A . 2012-04-19

  机译： 具有出色抗震性能的梁结构的地震加固方法

• 1. Optimal placement of steel diagonal braces for upgrading the seismic capacity of existing structures and its comparison with optimal dampers [J] . E. Aydin, M.H. Boduroglu Journal of Constructional Steel Research . 2008,第1期
• 2. Seismic Upgrade of Existing Buildings with Fluid Viscous Dampers: Design Methodologies and Case Study [J] . Guo Tong, Xu Jia, Xu Weijie, Journal of Performance of Constructed Facilities . 2015,第6期
• 3. A multi-performance design method for seismic upgrading of existing RC frames by BRBs [J] . Barbagallo Francesca, Bosco Melina, Marino Edoardo M., Earthquake Engineering & Structural Dynamics . 2017,第7期
• 4. DEVELOPMENT OF SEISMIC UPGRADING METHOD OF SPILLWAY PIERS ON DAMS BASED ON UTILIZATION OF EXISTING SPILLWAY BRIDGES [C] . Ikutaro KUMAZAKI, Yosuke SAWAI International congress on large dams;International Commission on Large Dams . 2012
• 5. Seismic upgrading of existing structures [D] . Dandurand, Alain. 1988
• 6. Evaluation of Seismic Performance and Effectiveness of Multiple Slim-Type Damper System for Seismic Response Control of Building Structures [O] . David Kim, Eun Hee Sung, Kwan-Soon Park, -1
• 7. Influences of Fondation and Superstructures on Seismic Performance Evaluation of Existing Steel Bridge Frame Piers with Circulur Columns [O] . 木下, 幸治 2012

• 1. Seismic damage analysis of the outlet piers of arch dams using the finite element sub-model method [J] . Song Liangfeng ,Wu Mingxin ,Wang Jinting . 地震工程与工程振动：英文版 . 2016,第3期
• 2. Seismic Performance of Bridges with Different Pier Heights： Longitudinal Analysis of an Existing Bridge [J] . Joao Coimbra Sampayo ,Carlos Sousa Oliveira . 土木工程与建筑 . 2015,第006期
• 3. Describe the Process of Retrofitting Existing Buildings and Evaluate the Effectiveness of it in Improving the Seismic Performance of Structures in Earthquake-prone Regions [J] . Chang Liu . 建筑材料科学（英文） . 2019,第2期
• 4. The role of viscoelastic damping on retrofitting seismic performance of asymmetric reinforced concrete structures [J] . Zeshan Alam ,Chunwei Zhang ,Bijan Samali . 地震工程与工程振动：英文版 . 2020,第1期
• 5. Research on the direct damage-based seismic design method of RC frame structures [J] . Lanfang LUO ,Jing XU . International Journal of Technology Management . 2013,第002期
• 6. 无伸缩缝梁桥抗震性能与设计计算方法研究 [C] . HUANG Fuyun ,黄福云 ,ZHUANG Yizhou . 第九届全国结构减震控制学术会议 . 2015
• 7. 考虑墩梁耦合效应的铁路多跨简支梁桥水中墩健康状态评估方法研究 [A] . 曹华杰 . 2019