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Embodied Carbon Based Integrated Optimal Seismic Design for Super Tall Buildings with Viscoelastic Coupling Dampers

机译：含粘弹性耦合阻尼器的超高层建筑的基于碳的集成优化抗震设计

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Zhao Xin; Qin Lang;
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1. Optimal integrated seismic design of structural and viscoelastic bracing-damper systems [J] . Paolo Castaldo, Massimiliano De Iuliis Earthquake Engineering & Structural Dynamics . 2014,第12期

机译：结构和粘弹性支撑-阻尼器系统的最佳综合抗震设计
2. Integrated optimal wind-resistant design of super-tall structures with toggle-brace damper systems [J] . Zhao Xin, Guo Junchen, Ma Haojia, The structural design of tall buildings . 2020,第16期

机译：用肘节阻尼系统集成了超大型结构的最佳防风设计
3. A combined tuned damper and an optimal design method for wind-induced vibration control for super tall buildings [J] . Wang Lilin, Zhao Xin, Zheng Yimin M. The Structural Design of Tall and Special Buildings . 2016,第10期

机译：组合阻尼器与超高层建筑风致振动控制的优化设计方法
4. Embodied Carbon Based Integrated Optimal Seismic Design for Super Tall Buildings with Viscoelastic Coupling Dampers [C] . Xin Zhao, Lang Qin International Conference on Sustainable Design, Engineering and Construction . 2015

机译：基于粘弹性耦合阻尼器的超高层建筑的体现基于碳的综合抗震设计
5. Full-Scale Monitoring of a Tall, Slender Building with Coupling Viscoelastic Dampers [D] . Couture, Brian Michael. 2019

机译：具有耦合粘弹性阻尼器的高大纤细建筑的全面监测
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

机译：建筑结构地震响应控制的多个超薄型阻尼器系统的抗震性能和有效性评估
7. Optimal design of semi active control for adjacent buildings connected by MR damper based on integrated fuzzy logic and multi-objective genetic algorithm [O] . Mehmet E. Uz, Muhammad N.S. Hadi 2014

机译：基于综合模糊逻辑和多目标遗传算法的MR DAMPER连接的相邻建筑物半主动控制的最佳设计
8. Tall Buildings Initiative: Guidelines for Performance-Based Seismic Design of Tall Buildings. Version 1.0 [R] . 2010

机译：高层建筑倡议：高层建筑基于性能的抗震设计指南。版本1.0

Embodied Carbon Based Integrated Optimal Seismic Design for Super Tall Buildings with Viscoelastic Coupling Dampers

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