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Inelastic Seismic Design of Tall Structures Considering Anchor-Bolt Yielding

机译：考虑锚杆突出的高层结构的无弹性地震设计

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Hiroshi Midorikawa; Nobuyuki Shimizu; Kohei Suzuki; Minoru Harada; Takeshi Kimura;
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年度 1993
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2. Seismic performance evaluation of tall and nonseismic-designed wall-type structures by shaking table tests [J] . Tae-Won Park Lan Chung and Jinkoo Kim The Structural Design of Tall and Special Buildings . 2011,第3期

机译：通过振动台试验评估高层和非地震设计壁式结构的抗震性能
3. Modeling Nonlinear-Inelastic Seismic Response of Tall Buildings with Soil-Structure Interaction [J] . Mercado Jaime A., Mackie Kevin R., Arboleda-Monsalve Luis G. Journal of structural engineering . 2021,第7期

机译：利用土结构互动的高层建模非线性抗弹性响应
4. INFLUENCE OF SUBSTRUCTURE YIELDING ON SEISMICALLY ISOLATED BRIDGES DESIGNED ACCORDING TO THE AASHTO GUIDE SPECIFICA TIONFOR SEISMIC ISOLATION DESIGN [C] . Eric L. ANDERSON, Stephen A. MAHIN 7th U.S. National Conference on Earthquake Engineering . 2002

机译：根据AASHTO规范的隔震设计，子结构的屈服对设计的隔震桥梁的影响
5. OPTIMUM DESIGN OF PLANE TALL STEEL STRUCTURES FOR SIMULTANEOUS MULTICOMPONENT STATIC, DYNAMIC, AND SEISMIC INPUTS. [D] . SRIFUENGFUNG, DHIRAPHORN. 1978

机译：同时多分量静，动力和地震输入的平面高层钢结构的优化设计。
6. Estimation of Cyclic Interstory Drift Capacity of Steel Framed Structures and Future Applications for Seismic Design [O] . Edén Bojórquez, Alfredo Reyes-Salazar, Sonia E. Ruiz, -1

机译：钢框架结构循环层间位移能力的估算及其在抗震设计中的应用
7. A Comparative Case Study on Seismic Design of Tall RC Frame-Core Tube Structures in China and USA [O] . Lu Xinzheng, Li Mengke, Guan Hong, 2015

机译：中美高层钢筋混凝土框架-核心筒结构抗震设计比较研究
8. Case Studies of the Seismic Performance of Tall Buildings Designed by Alternative Means. Task 12 Report for the Tall Buildings Initiative [R] . Moehle, J., Bozorgnia, Y., Jayaram, N., 2011

机译：高层建筑抗震性能的案例研究。任务12高层建筑倡议报告

Inelastic Seismic Design of Tall Structures Considering Anchor-Bolt Yielding

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