Structural Design of Tall and Special Buildings

Papers
(The TQCC of Structural Design of Tall and Special Buildings is 1. 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 2021-04-01 to 2025-04-01.)
ArticleCitations
Cyclic behavior of full‐scale reinforced high‐strength recycled aggregate concrete columns25
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Experimental study on the seismic behavior of large‐size square and rectangular steel reinforced concrete columns with high and normal strength concrete16
Experimental study of wind pressure fluctuating characteristics and wind load shape factor of long‐span cylinder roof structure16
A new approach for the computation of design shear force in reinforced concrete walls subjected to seismic loads16
Experimental study on mechanical properties of steel and steel fiber reinforced concrete beams15
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Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers14
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Multi‐indicator evaluation method of important members of truss string structures11
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Experimental and numerical studies on multiple response optimization‐based control using iterative techniques for magnetorheological damper‐controlled structure9
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Utilizing I‐shaped shear links as dampers to improve the behavior of concentrically braced frames8
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Investigating the effect of form curvature on diagrid tall buildings considering wind loads7
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Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections7
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars7
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Optimization‐based design of sliding sector control for active seismic protection of structures6
Modal identification of non‐classically damped structures using generalized sparse component analysis6
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Universal boosting ML approaches to predict the ultimate load capacity of CFST columns6
Effect of corrugated steel angle on the damage characteristics and anti‐explosion performance of corrugated steel–concrete composite structures6
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Multi‐objective optimization design of concrete outriggers based on Genetic–HookeJeeves algorithm: Reducing lateral deflection, differential axial shortening, and construction cost of the structure5
Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes5
Quantitative evaluation and improvement of seismic resilience of a tall frame shear wall structure5
Effect of unreinforced masonry infills on seismic performance of reinforced concrete frame‐shear wall buildings5
Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems5
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Earthquake‐resistant subsystem stiffness demand estimate of frame–core tube structures with mass and stiffness nonuniformities5
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Nonlinear inelastic simulation of high‐rise buildings with innovative composite coupling shear walls and CFST columns5
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis5
Acceleration‐based effective damping ratio of tuned mass damper under seismic excitations4
Seismic Optimization of Steel Mega‐Braced Frame With Improved Prairie Dog Metaheuristic Optimization Algorithm4
Staged‐construction analysis of high‐rise buildings: A literature review and future perspectives4
Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete4
Study of the unified strength theory for seismic response of frame building on loess considering soil‐structure interaction4
Ultimate torsional moment of dry horizontal joint for prefabricated concrete tower4
Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings4
Investigating the performance of stone columns in an extremely soft clay—A case study4
Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria4
Monitoring of compressive strength gain in mass concrete using embedded piezoelectric transducers3
Spatiotemporal correlation analysis of the dynamic response of supertall buildings under ambient wind conditions3
Energy dissipation and damage on the interface of steel and steel fiber‐reinforced concrete composite column3
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures3
Study on Mechanical Performance of Built‐In Octagonal Encase Steel Core Tube Fully Bolted Assembly CFSST Column Connection Joint3
Inverse Eigenmode Modeling and Multiscale Seismic Analysis of Irregular Frame Structure by Shear Spring–Multifloor Mass System3
A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces3
Assessment of computational fluid dynamic as a design tool for estimation of wind loads on unconventional skyscrapers in urban environment3
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Seismic behavior of plate‐reinforced composite coupling beams with steel bar truss deck3
Shaking table test and seismic behavior of Ningbo Hengda Tower3
Quantitative Study of Thermal Response of Timber–Concrete Composite Structures Under Traveling Fire Using Energy Equivalence Method3
In Situ Dynamic Characteristic Test and Seismic Performance Analysis of Hybrid Brick‐Concrete and Timber Structure of Historic and Cultural Architectures3
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Seismic Behavior of Buckling‐Restrained Steel Plate Shear Walls With Various Interconnection Ratios3
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Experimental evaluation of cyclic behavior of precast concrete frame with steel shear wall3
Optimal sensor placement for joint reconstruction of multiscale responses and unknown inputs using modal Kalman filter3
Investigation on the Seismic Damage and Identification of Lateral Stiffness for Ancient Timber Structures3
A novel optimization‐based modal pushover analysis procedure for estimating the response of structures3
Seismic performance assessment of reinforced concrete coupled walls reinforced with different types of shape memory alloys3
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Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams3
Equivalent static wind load based on displacement mode and load combination for high‐rise buildings3
An improved derivation and comprehensive understanding of the equivalent static wind loads of high‐rise buildings with structural eccentricities2
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Restoring force model of high‐strength concrete‐encased CFST composite columns2
Investigating the behavior of an innovative butterfly‐shaped damper: An experimental and numerical study2
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Application of amplified damped outrigger in seismic design of high‐rise buildings2
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Behavior of vertically irregular structures near mines: Comparison of responses under seismic and mine blast‐induced ground motion2
Model updating of a shear‐wall tall building using various vibration monitoring data: Accuracy and robustness2
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Size effect of circular concrete‐filled stainless steel tubular short columns under axial compression2
Inflow turbulence generator for large eddy simulation based on a novel block‐vorticity vortex method: Application on a tall building wind effect2
In‐plane stability and shear deformation analysis of the H‐beam hollow arch2
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Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm2
Electromechanical analysis of a bending‐torsion coupling piezoelectric energy harvester2
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning2
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Seismic performance analysis and evaluation of tall structures using grille‐type steel plate composite shear walls2
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Seismic design and assessment for midrise buildings equipped with damped‐outrigger system1
Seismic damage identification of moment frames based on random forest algorithm and enhanced gray wolf optimization1
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Progressive collapse resistance of prestressed concrete frame structures with infill walls considering instantaneous column failure1
Effect of tuned mass damper in wind‐induced response of “V” plan‐shaped tall building1
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Experimental study and numerical simulation of all‐steel buckling‐restrained brace with distributed inspection windows1
Theoretical Model and Shaking Table Experiment of Eddy Current–Enhanced Friction Pendulum Tuned Mass Damper1
Efficient seismic risk assessment of irregular steel‐framed buildings through endurance time analysis of consistent fish‐bone model1
Robustness of multistory corner‐supported modular steel frames against progressive collapse1
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures1
Experimentally Verified Retrofit Combining Hybrid Solutions for Enhancing the Seismic Response of Multistory RC Structures1
Seismic behavior and damage assessment of concrete‐filled steel tube columns in diagrid structures1
A preliminary design tool for volumetric buildings1
Behavior of new types of flange connectors of precast double‐tees1
Subway‐induced floor vibration predictions in super high‐rise multi‐tower building located on over‐depot based on one‐dimensional impedance model1
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Basement structural design innovation of China International Silk Road Center1
Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design1
Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework1
Life‐cycle cost analysis and life‐cycle assessment of the second‐generation benchmark building subject to typhoon wind loads in Hong Kong1
Design and Analysis of Solid and Thin‐Walled Slender Structures Using Soft Materials Based on Beam Finite Elements1
Seismic collapse performance of reinforced concrete moment frame structures with plan irregularity1
Development and validation of graphics‐based digital twin framework for UAV‐aided post‐earthquake inspection of high‐rise buildings1
Residual‐based damage evaluation of RC columns using feature classification and model optimization1
Numerical Investigation and Cross‐Section Type Selection of Concrete‐Filled Double Steel Plate (CFDSP) Composite Shear Walls Under Cyclic Loading1
Comparison of the seismic‐resilient design of seismically isolated reinforced concrete frame structures using two codes1
Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes1
Dynamic Experimental and Numerical Studies on Damped Outriggers With a Rhombic Amplification Device1
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Efficiency of the slime mold algorithm for damage detection of large‐scale structures1
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Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India1
Seismic performance of a frame‐supported shear wall over‐track building through shaking table test1
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Cost optimization of tall buildings having tube composite columns using social spider algorithm1
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Study on the shear concentration in high‐rise buildings with transfer structure and its effects on seismic performance1
Fire response of steel connections using gene expression programming and finite element method1
Influence of core width on the optimization analysis of the outrigger‐braced structure1
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