The Structural Design of Tall and Special Buildings

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article

Numerical collapse simulation based critical state analysis for framed‐wall structure subjected to earthquakes

Ali R. Ibrahim, Doaa A. Makhloof, Xiaodan Ren

The Structural Design of Tall and Special Buildings > 32 > 2 > n/a - n/a

With the rapid developments of the constitutive theory, numerical methods, and computer software and hardware, full attention has been paid to establishing nonlinear structural models and investigating the nonlinear behavior, damage performance, and failure criterion of the structures. Consequently, this study introduces a precise analysis with a highly accurate level of simulation for an existing...

article

A new approach for the computation of design shear force in reinforced concrete walls subjected to seismic loads

Aytug Seckin, Bilge Doran

The Structural Design of Tall and Special Buildings > 32 > 2 > n/a - n/a

This paper investigates the dynamic shear amplification in reinforced concrete shear walls designed according to the seismic provisions of the current Turkish Building Earthquake Code (TBEC‐2018). Shear walls with a high ductility level and different aspect ratios are examined to evaluate the design shear force calculated by using the dynamic amplification factor (β_v) and overstrength factor (D) defined...

article

Comparative study on overall and local static performance of steel open‐web girders

Wang Yuchun, Bai Zhiqiang, Zhang Huagang, Ma Kejian, more

The Structural Design of Tall and Special Buildings > 32 > 2 > n/a - n/a

To quantify the mechanical properties of five types of steel open‐web girders that have been tested or applied in practical engineering, a systematic study of the overall and local mechanical properties of steel open‐web girders based on the same dimensions and material conditions was presented. An overall study of the quasi‐intersection beam method for shear deformation was introduced for 8 × 8 grid...

article

Experimental and numerical investigations on large‐section rectangular CFT columns with distributive beam under axial compression

Xiaonong Guo, Chaozhong Zhang, Jinhui Luo, Yuanzhi Zhang, more

The Structural Design of Tall and Special Buildings > 32 > 2 > n/a - n/a

In order to improve the co‐working performance between the core concrete and steel tube for large‐section rectangular concrete‐filled steel tubular (LSCFT) columns when a vertical load is directly applied to the steel tube, a distributive beam is proposed as a load transferring measure. Four scaled LSCFT column specimens with different details were tested under axial compression to investigate the...

article

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The Structural Design of Tall and Special Buildings > 32 > 2 > n/a - n/a

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Keywords

BEARING CAPACITY (1)
COLLAPSE ANALYSIS (1)
CO‐WORKING PERFORMANCE (1)
DAMAGE EVOLUTION (1)
DAMAGE MODEL (1)
DISTRIBUTIVE BEAM (1)
DYNAMIC SHEAR AMPLIFICATION (1)
FRAMED‐WALL STRUCTURE (1)
INCREMENTAL DYNAMIC ANALYSIS (IDA) (1)
LARGE‐SECTION RECTANGULAR CONCRETE‐FILLED STEEL TUBULAR COLUMN (1)
LOAD CAPACITY (1)
LOAD‐TRANSFERRING MECHANISM (1)
NODAL STRESS (1)
NONLINEAR TIME HISTORY ANALYSIS (1)
QUASI‐INTERSECTION BEAM METHOD (1)
REINFORCED CONCRETE SHEAR WALL (1)
SEISMIC CAPACITY (1)
SEISMIC SHEAR DEMAND (1)
SHEAR KEY NODE DOMAIN (SKND) (1)
STEEL OPEN‐WEB GIRDERS (1)
TBEC‐2018 (1)
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The Structural Design of Tall and Special Buildings

Numerical collapse simulation based critical state analysis for framed‐wall structure subjected to earthquakes

A new approach for the computation of design shear force in reinforced concrete walls subjected to seismic loads

Comparative study on overall and local static performance of steel open‐web girders

Experimental and numerical investigations on large‐section rectangular CFT columns with distributive beam under axial compression

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