Structural Design of Tall and Special Buildings

Papers
(The TQCC of Structural Design of Tall and Special Buildings is 2. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-06-01 to 2025-06-01.)
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Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems16
Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings16
Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes15
Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams14
Shear Performance of the GFRP Bolt Interface Between the GFRP Profile and UHPC/Concrete Slabs14
Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria13
Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections13
Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete13
Inverse Eigenmode Modeling and Multiscale Seismic Analysis of Irregular Frame Structure by Shear Spring–Multifloor Mass System13
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures12
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars11
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns11
Experimental and numerical studies on multiple response optimization‐based control using iterative techniques for magnetorheological damper‐controlled structure10
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Basement structural design innovation of China International Silk Road Center9
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Probabilistic Multi‐Hazard Fragility Analysis of High‐Rise Concrete Structures Under the Combined Effects of Earthquake and Wind Loads8
Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design7
Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India7
Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes7
Restoring force model of high‐strength concrete‐encased CFST composite columns7
Study of Acceleration Demands and Floor Spectra Based on High Amplitude Instrumented Building Records7
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Novel Solutions for Wind‐Induced Random Responses of High‐Rise Structures With Parallel‐Tuned Inerter Mass System6
Study on the shear concentration in high‐rise buildings with transfer structure and its effects on seismic performance6
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Perspective Correction and Deep Learning‐Based Crack Detection for Concrete Structures6
Life‐cycle cost‐oriented multiobjective optimization of composite frames considering the slab effect6
Building pose detection for the characterization of reinforced concrete buildings6
Identification of Full‐Field Wind Loads on Buildings Using Displacement Measurements and Smoothing Kalman Filter Under Unknown Input Without Direct Feedthrough6
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Seismic Performance Assessment of Insulated and Conventional Cross‐Arms Transmission Tower‐Line System5
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Double Low‐Yield‐Point Steel Corrugated Plates as an Innovative Damper to Improve the Behavior of CBF Braces5
An Improved Bouc–Wen Model for High‐Damping Rubber Bearings Incorporating Large‐Strain Behavior: Development, Validation, and Comparative Analysis5
Seismic behavior of reduced beam section joints considering concrete floor effect5
Moment–rotation curve characteristics and initial rotational stiffness calculation method of angle connections5
Simulation and Deformation Analysis of Construction Process of Large Eccentric Frame‐Core Tube Structure5
Experimental study and numerical simulation of all‐steel buckling‐restrained brace with distributed inspection windows5
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Behavior of Bolted and Plated Steel Dampers Used on Steel Cross Members Applied in RCF5
Review of Cold‐Formed Steel Z‐Section Beams: Design Approaches and Performance Analysis4
Horizontal deformation and construction analysis of frame–eccentrical core tube structure4
Comparative study on overall and local static performance of steel open‐web girders4
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Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs4
Flexural design curves of steel plate I‐girders at elevated temperatures: I‐girders with yield or local buckling failure mode4
Structural Stressing State Characteristics for Unbonded Prestressed Concrete Continuous Slabs Under Different Fire Conditions4
Robustness Evaluation and Hꝏ‐Based Hybrid Control of Building Structures Considering Parametric Uncertainties4
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Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members4
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Experimental and numerical study on eccentric compression performance of partially encased composite columns with corrugated web4
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Seismic control of tall buildings using vertically distributed multiple tuned mass dampers3
Performance‐based plastic design and seismic performance evaluation of twisted diagrids with shear links3
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Multi‐indicator evaluation method of important members of truss string structures3
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Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis3
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Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel3
Assessing the Nonlinear Behavior of Novel Steel Octagonal Yielding Dampers Under Lateral Loads3
Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed3
Robust structural control of a real high‐rise tower equipped with a hybrid mass damper3
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Modal identification of non‐classically damped structures using generalized sparse component analysis3
Study of the flexural performance and a novel calculation formula for the degree of composite action for precast concrete sandwich panels3
Enhancing Concrete's Structural Integrity: A Novel Approach for Predicting the Mechanical Properties of Glass Wool Fiber Reinforced Concrete3
Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion3
Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams3
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CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field3
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In‐plane stability and shear deformation analysis of the H‐beam hollow arch2
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The inter‐history iteration method for seismic response analysis of seismically isolated structures and its secondary development based on ABAQUS2
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Fundamental Period of Steel Moment‐Resisting Frames Infilled With Concrete Sandwich Panels2
Efficiency of the slime mold algorithm for damage detection of large‐scale structures2
Unsupervised structural damage identification based on covariance matrix and deep clustering2
Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm2
A preliminary design tool for volumetric buildings2
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Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers2
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Effect of concrete edge distance on the hysteretic response of roof joint2
Numerical study on structural performance of corrugated steel plate shear wall with different yield points steel2
Robustness of multistory corner‐supported modular steel frames against progressive collapse2
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures2
Behavior of vertically irregular structures near mines: Comparison of responses under seismic and mine blast‐induced ground motion2
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A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces2
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Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines2
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Multi‐level enhancement of structural behavior of bracing systems with coupling beams at floor level2
Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers2
Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework2
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning2
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis2
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