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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

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

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Satoshi ARAKI; Koji YABUUCHI; Katsumasa SATO; Takuya TAKEDA; Hisayuki YAMANAKA; Kenji TANO;
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2. Evaluation of structural systems in slender high-rise buildings [J] . Patrick Walsh, Ali Saleh, Harry Far Australian Journal of Structural Engineering . 2018,第2期

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3. Verification of structural performance of connections between reinforced concrete shear walls and outriggers in high-rise buildings [J] . Shim Hak B., Kim Yousok, Park Hyo S. Structural concrete . 2019,第3期

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4. Structural Planning and Seismic Design of a High-Rise Apartment Building with Weak Story [C] . Cong-Lu Qin, Ai-Hui Zhang, Lei Qian, International Symposium on Structural Engineering for Young Experts; 20060818-21; Fuzhou amp; Xiamen(CN) . 2006

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5. Displacement-Based Seismic Design of RC Wall-Frame Buildings and Asymmetric Plan Buildings. [D] . Fazileh, Farrokh. 2011

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6. A PERFORMANCE STUDY OF HIGH-RISE BUILDING UNDER LATERAL LOAD WITH RIGID FRAME, CORE AND OUTRIGGER STRUCTURAL SYSTEMS [O] . Manoj Kumar M . 2018

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7. Sfd-2: Structural Frame Design. A Computerized System for the Analysis and Design of Multi-Story Rigid Frame Steel Structures [R] . Geschwindner, L. F. 1970

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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

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