Composite Structural Steel-Concrete Coupled Shear Wall System for a 46-story High-Rise Residential Tower

机译：46层高层住宅塔的复合结构钢-混凝土耦合剪力墙系统

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This paper presents analysis and design methods for the 46-story, 400-ft tall, Ko'olani condominium tower in Honolulu, Hawaii. The proposed structural design features several creative solutions to unique problems, including an irregular tower plan configuration, an expedited construction process, and an anticipation of future architectural changes.

机译：本文介绍了夏威夷檀香山这座46层，400英尺高的Ko'olani公寓大楼的分析和设计方法。拟议的结构设计以多种创新解决方案来解决独特的问题，包括不规则的塔架配置，加快的施工过程以及对未来建筑变化的预期。

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来源
《Structural Engineers Association of California(SEAOC) Convention; 20040825-28; Monterey,CA(US)》|2004年|P.51-54|共4页
会议地点 MontereyCA(US)
作者
Derrick D. Roorda; Ronald M. Polivka;
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DeSimone Consulting Engineers, PLLC San Francisco, California;

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原文格式 PDF
正文语种 eng
中图分类建筑结构;
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1. Rehabilitation of a high-rise coupled shear wall system in a 56-storey residential reinforced concrete building (Tehran Tower), based on nonlinear dynamic time-history analyses [J] . Omid Esmaili, Siamak Epackachi, Rasoul Mirghaderi, The Structural Design of Tall and Special Buildings . 2011,第8期

机译：基于非线性动态时程分析的56层住宅钢筋混凝土建筑（Tehran塔）中高层耦合剪力墙系统的修复
2. Identification of the dynamic properties of a reinforced concrete coupled shear wall residential high-rise building [J] . Natthapong Areemit, Michael Montgomery, Constantin Christopoulos, Canadian Journal of Civil Engineering . 2012,第6期

机译：钢筋混凝土剪力墙住宅高层建筑动力特性的识别
3. Partial interaction theory to analyze composite (steel-concrete) shear wall systems under pure out-of-plane loadings [J] . Sabouri-Ghomi Saeid, Jahani Younes, Bhowmick Anjan K. Thin-Walled Structures . 2016,第jula期

机译：部分相互作用理论分析纯平面外荷载作用下的复合（钢-混凝土）剪力墙系统
4. Composite Structural Steel-Concrete Coupled Shear Wall System for a 46-story High-Rise Residential Tower [C] . Derrick D. Roorda, Ronald M. Polivka, Structural Engineers Association of California(SEAOC) Structural Engineers Association of California Convention . 2004

机译：用于46层高层住宅塔的复合结构钢 - 混凝土耦合剪力墙系统
5. Behavior of Planar Concrete-Filled Composite Plate Shear Walls for High-Rise Buildings [D] . Wang, April Y. 2018

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6. Behavior of an Advanced Bolted Shear Connector in Prefabricated Steel-Concrete Composite Beams [O] . Jun Chen, Wei Wang, Fa-Xing Ding, 2019

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7. STRUCTURAL SYSTEM OF HIGH-RISE BUILDING BY COUPLING OF RIGID FRAMES AND MULTI-STORY SHEAR WALLS WITHOUT PILASTERS AT EDGES : Structural design of a 24-story apartment building with slender plan [O] . Satoshi ARAKI, Koji YABUUCHI, Katsumasa SATO, 2000

机译：边缘刚架和多层剪力墙耦合和多层剪力墙耦合的高层建筑结构系统：24层级公寓建筑的结构设计
8. Steel-Concrete Composite Slim Floor Frame System [R] . Malaska, M., Ma, Z., Maekelaeinen, P. 2000

机译：钢 - 混凝土组合超薄地板框架系统

Composite Structural Steel-Concrete Coupled Shear Wall System for a 46-story High-Rise Residential Tower

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