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 2021-09-01 to 2025-09-01.)
ArticleCitations
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Inverse Eigenmode Modeling and Multiscale Seismic Analysis of Irregular Frame Structure by Shear Spring–Multifloor Mass System20
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures19
Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria17
Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems16
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Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes16
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Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete15
Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections14
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars13
Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings12
Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams12
Shear Performance of the GFRP Bolt Interface Between the GFRP Profile and UHPC/Concrete Slabs11
An Efficient Stiffness Demand‐Based Section Optimization Strategy for Aseismic Super High‐Rise Frame Core‐Tube Structures Using General Flexure‐Shear Coupling Model11
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Universal boosting ML approaches to predict the ultimate load capacity of CFST columns9
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Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India8
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Perspective Correction and Deep Learning‐Based Crack Detection for Concrete Structures8
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Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design7
Basement structural design innovation of China International Silk Road Center7
Restoring force model of high‐strength concrete‐encased CFST composite columns7
Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes7
Performance Enhancement of the Combined Outrigger and Negative Stiffness Damped Substructure System: Experimental Investigation and Demand‐Oriented Optimization7
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Novel Solutions for Wind‐Induced Random Responses of High‐Rise Structures With Parallel‐Tuned Inerter Mass System6
Life‐cycle cost‐oriented multiobjective optimization of composite frames considering the slab effect6
Study on the shear concentration in high‐rise buildings with transfer structure and its effects on seismic performance6
Probabilistic Multi‐Hazard Fragility Analysis of High‐Rise Concrete Structures Under the Combined Effects of Earthquake and Wind Loads6
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Study of Acceleration Demands and Floor Spectra Based on High Amplitude Instrumented Building Records6
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Experimental study and numerical simulation of all‐steel buckling‐restrained brace with distributed inspection windows6
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Comparative study on overall and local static performance of steel open‐web girders5
Moment–rotation curve characteristics and initial rotational stiffness calculation method of angle connections5
An Improved Bouc–Wen Model for High‐Damping Rubber Bearings Incorporating Large‐Strain Behavior: Development, Validation, and Comparative Analysis5
Seismic Performance Assessment of Insulated and Conventional Cross‐Arms Transmission Tower‐Line System5
Identification of Full‐Field Wind Loads on Buildings Using Displacement Measurements and Smoothing Kalman Filter Under Unknown Input Without Direct Feedthrough5
Experimental and numerical study on eccentric compression performance of partially encased composite columns with corrugated web5
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Simulation and Deformation Analysis of Construction Process of Large Eccentric Frame‐Core Tube Structure5
Building pose detection for the characterization of reinforced concrete buildings5
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Seismic behavior of reduced beam section joints considering concrete floor effect5
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Double Low‐Yield‐Point Steel Corrugated Plates as an Innovative Damper to Improve the Behavior of CBF Braces4
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Robustness Evaluation and Hꝏ‐Based Hybrid Control of Building Structures Considering Parametric Uncertainties4
Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs4
Assessing the Nonlinear Behavior of Novel Steel Octagonal Yielding Dampers Under Lateral Loads4
Performance‐based plastic design and seismic performance evaluation of twisted diagrids with shear links4
Horizontal deformation and construction analysis of frame–eccentrical core tube structure4
Structural Stressing State Characteristics for Unbonded Prestressed Concrete Continuous Slabs Under Different Fire Conditions4
Behavior of Bolted and Plated Steel Dampers Used on Steel Cross Members Applied in RCF4
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Enhancing Concrete's Structural Integrity: A Novel Approach for Predicting the Mechanical Properties of Glass Wool Fiber Reinforced Concrete4
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Flexural design curves of steel plate I‐girders at elevated temperatures: I‐girders with yield or local buckling failure mode4
Review of Cold‐Formed Steel Z‐Section Beams: Design Approaches and Performance Analysis4
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Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed3
Enhancing CFST Column Performance With Nanomaterials: Optimization and Predictive Modeling Using HSWO and CSGNN3
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A New Set of Wind Response Modification Factors for U Plan–Shaped Building Under Nonstationary Stochastic Wind3
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Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers3
CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field3
Seismic control of tall buildings using vertically distributed multiple tuned mass dampers3
Study of the flexural performance and a novel calculation formula for the degree of composite action for precast concrete sandwich panels3
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Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion3
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning3
Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members3
A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces3
Multi‐indicator evaluation method of important members of truss string structures3
Advanced Finite Element Modeling of Cold‐Formed Steel Profiles in Bending: A Detailed Study on Flexural Strength and Structural Performance3
Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis3
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Robust structural control of a real high‐rise tower equipped with a hybrid mass damper3
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Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams3
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Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel3
Modal identification of non‐classically damped structures using generalized sparse component analysis3
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Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis3
Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm2
Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework2
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Enhancing the seismic performance of building structures equipped with composite braces in mega bracing configuration2
Fundamental Period of Steel Moment‐Resisting Frames Infilled With Concrete Sandwich Panels2
Structural flexibility identification from impact test data through a subband estimation method2
Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers2
Nonlinear Dynamic Analysis Using the Force Analogy Method and the Ibarra–Medina–Krawinkler Model2
The inter‐history iteration method for seismic response analysis of seismically isolated structures and its secondary development based on ABAQUS2
Shape optimization of tall buildings cross‐section: Balancing profit and aeroelastic performance2
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures2
Numerical study on split base plate connection with concentric anchors between steel‐plate composite wall and concrete basemat2
Efficiency of the slime mold algorithm for damage detection of large‐scale structures2
Experimental Study on the Seismic Behavior of Prefabricated Shear Walls Connected by Double‐Pipe Reinforcing Bar Connectors2
A preliminary design tool for volumetric buildings2
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A novel damped braced tube system for tall buildings in high seismic zones2
A metaheuristic‐based method for analysis of tensegrity structures2
Influence of ground motion characteristics on the heating effect of lead‐rubber bearings in base‐isolated structures2
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Synergistic use of ultra‐high‐performance fiber‐reinforced concrete (UHPFRC) and carbon fiber‐reinforced polymer (CFRP) for improving the impact resistance of concrete‐filled steel tubes2
Multi‐level enhancement of structural behavior of bracing systems with coupling beams at floor level2
Intelligent crack identification method for high‐rise buildings aided by synthetic environments2
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Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines2
Robustness of multistory corner‐supported modular steel frames against progressive collapse2
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In‐plane stability and shear deformation analysis of the H‐beam hollow arch2
Behavior of vertically irregular structures near mines: Comparison of responses under seismic and mine blast‐induced ground motion2
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Analysis of seismic damage and seismic capacity of the structure of the ultrahigh pagoda2
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Seismic Damage Identification Using a Combination of Mixture of Gaussian and Harris Hawks Optimization2
Numerical study on structural performance of corrugated steel plate shear wall with different yield points steel2
Vision‐based robust missing and loosened bolt detection for splice plate joints2
Effect of concrete edge distance on the hysteretic response of roof joint2
Uncertainty in the dynamic properties of tall buildings and propagation to the wind‐induced response2
Unsupervised structural damage identification based on covariance matrix and deep clustering2
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Behavior of Precast RC Columns With Embedded Steel Tube‐Endplate Bolt Connections Under Low Cyclic Reversed Loading2
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