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Case Study: Designing a 40 Storey High Office Building Using two Variants, with Regular Concrete Columns and with Compound Ultra-High Performance Concrete Columns and Regular Concrete Columns

机译：案例研究：使用两个变体设计40层高层办公楼，分别使用常规混凝土柱，复合超高性能混凝土柱和常规混凝土柱

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Popa Mircea; Kiss Zoltan; Constantinescu Horia; Bolca Geanina;
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年度 2016
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4. Case Study: Designing a 40 Storey High Office Building Using Two Variants, With Regular Concrete Columns and With Compound Ultra-High Performance Concrete Columns and Regular Concrete Columns [C] . Mircea Popa, Zoltan Kiss, Horia Constantinescu International Conference Interdisciplinarity in Engineering . 2016

机译：案例研究：使用两种变体设计40层高的办公楼，具有常规混凝土柱和复合超高性能混凝土柱和常规混凝土柱
5. Seismic Performance of Steel Moment Frame Office Buildings with Square Concrete-filled Steel Tube Columns in the Gravity Framing as a Secondary Lateral Force Resisting System [D] . Pakwan, Nipun. 2018

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6. The Fire Resistance Performance of Recycled Aggregate Concrete Columns with Different Concrete Compressive Strengths [O] . Hongying Dong, Wanlin Cao, Jianhui Bian, 2014

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8. Long-Term and Seismic Performance of Concrete-Filled Steel Tube Columns with Conventional and High Volume SCM Concrete. [R] . Gunnarsson, A. K., Lehman, D., Roeder, C., 2012

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Case Study: Designing a 40 Storey High Office Building Using two Variants, with Regular Concrete Columns and with Compound Ultra-High Performance Concrete Columns and Regular Concrete Columns

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