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 2021-12-01 to 2025-12-01.)
ArticleCitations
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An Efficient Stiffness Demand‐Based Section Optimization Strategy for Aseismic Super High‐Rise Frame Core‐Tube Structures Using General Flexure‐Shear Coupling Model18
Inverse Eigenmode Modeling and Multiscale Seismic Analysis of Irregular Frame Structure by Shear Spring–Multifloor Mass System17
Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes16
Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems16
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Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete15
Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams15
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Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings14
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures13
Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria11
Nonlinear Numerical Analysis and Parametric Investigation of a Novel Outsourcing Ribbed Joint10
Performance‐Based Plastic Design (PBPD) and Collapse Prediction of RC Dual Special Moment Frame‐Structural Wall System9
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars9
Shear Performance of the GFRP Bolt Interface Between the GFRP Profile and UHPC/Concrete Slabs9
Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections8
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns7
Basement structural design innovation of China International Silk Road Center7
Probabilistic Multi‐Hazard Fragility Analysis of High‐Rise Concrete Structures Under the Combined Effects of Earthquake and Wind Loads7
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Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design7
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Novel Solutions for Wind‐Induced Random Responses of High‐Rise Structures With Parallel‐Tuned Inerter Mass System7
Study of Acceleration Demands and Floor Spectra Based on High Amplitude Instrumented Building Records7
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Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes6
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Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India6
Lateral Force Resistance of Full‐Scale Internally Stiffened Double Steel Plate Shear Wall Connected on Both Sides6
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Perspective Correction and Deep Learning‐Based Crack Detection for Concrete Structures6
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Performance Enhancement of the Combined Outrigger and Negative Stiffness Damped Substructure System: Experimental Investigation and Demand‐Oriented Optimization6
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Life‐cycle cost‐oriented multiobjective optimization of composite frames considering the slab effect5
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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An Improved Bouc–Wen Model for High‐Damping Rubber Bearings Incorporating Large‐Strain Behavior: Development, Validation, and Comparative Analysis5
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Seismic Performance Assessment of Insulated and Conventional Cross‐Arms Transmission Tower‐Line System5
Study on the shear concentration in high‐rise buildings with transfer structure and its effects on seismic performance5
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Building pose detection for the characterization of reinforced concrete buildings5
Identification of Full‐Field Wind Loads on Buildings Using Displacement Measurements and Smoothing Kalman Filter Under Unknown Input Without Direct Feedthrough5
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Horizontal deformation and construction analysis of frame–eccentrical core tube structure4
Assessing the Nonlinear Behavior of Novel Steel Octagonal Yielding Dampers Under Lateral Loads4
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Seismic behavior of reduced beam section joints considering concrete floor effect4
Robustness Evaluation and Hꝏ‐Based Hybrid Control of Building Structures Considering Parametric Uncertainties4
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Enhancing CFST Column Performance With Nanomaterials: Optimization and Predictive Modeling Using HSWO and CSGNN4
Performance‐based plastic design and seismic performance evaluation of twisted diagrids with shear links4
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Review of Cold‐Formed Steel Z‐Section Beams: Design Approaches and Performance Analysis4
Double Low‐Yield‐Point Steel Corrugated Plates as an Innovative Damper to Improve the Behavior of CBF Braces4
Comparative study on overall and local static performance of steel open‐web girders4
Moment–rotation curve characteristics and initial rotational stiffness calculation method of angle connections4
Flexural design curves of steel plate I‐girders at elevated temperatures: I‐girders with yield or local buckling failure mode4
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Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs4
Structural Stressing State Characteristics for Unbonded Prestressed Concrete Continuous Slabs Under Different Fire Conditions4
Experimental and numerical study on eccentric compression performance of partially encased composite columns with corrugated web4
Experimental and Finite Element Analysis of the Built‐Up Hot‐Rolled Channel Steel Beams4
Behavior of Bolted and Plated Steel Dampers Used on Steel Cross Members Applied in RCF4
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Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers3
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Experimental Investigation on the Thermal Performance of Wall Panels With Nano‐Enhanced Phase Change Materials3
A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces3
CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field3
Multi‐indicator evaluation method of important members of truss string structures3
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Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion3
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A New Set of Wind Response Modification Factors for U Plan–Shaped Building Under Nonstationary Stochastic Wind3
Study of the flexural performance and a novel calculation formula for the degree of composite action for precast concrete sandwich panels3
Behavior of Precast RC Columns With Embedded Steel Tube‐Endplate Bolt Connections Under Low Cyclic Reversed Loading3
Modal identification of non‐classically damped structures using generalized sparse component analysis3
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis3
Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis3
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Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams3
Seismic control of tall buildings using vertically distributed multiple tuned mass dampers3
Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel3
Robust structural control of a real high‐rise tower equipped with a hybrid mass damper3
Prediction of Cold‐Formed Steel Channel Section With Close‐to‐Close and Back‐to‐Back Arrangement Under Axial Compression3
Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm3
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Experimental Study on the Seismic Behavior of Prefabricated Shear Walls Connected by Double‐Pipe Reinforcing Bar Connectors3
Advanced Finite Element Modeling of Cold‐Formed Steel Profiles in Bending: A Detailed Study on Flexural Strength and Structural Performance3
Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed3
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Enhancing Concrete's Structural Integrity: A Novel Approach for Predicting the Mechanical Properties of Glass Wool Fiber Reinforced Concrete3
Numerical Analysis of Crack Resistance in Superlength Circular RC Structures: A Case Study of a Stadium Building3
Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members3
Numerical study on structural performance of corrugated steel plate shear wall with different yield points steel2
Numerical study on split base plate connection with concentric anchors between steel‐plate composite wall and concrete basemat2
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Analysis of seismic damage and seismic capacity of the structure of the ultrahigh pagoda2
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Seismic Performance of an Innovative Rocking Frame Structure With Spring Support Connections2
Seismic Damage Identification Using a Combination of Mixture of Gaussian and Harris Hawks Optimization2
Efficiency of the slime mold algorithm for damage detection of large‐scale structures2
Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework2
Unsupervised structural damage identification based on covariance matrix and deep clustering2
Uncertainty in the dynamic properties of tall buildings and propagation to the wind‐induced response2
A novel damped braced tube system for tall buildings in high seismic zones2
Vision‐based robust missing and loosened bolt detection for splice plate joints2
Multi‐level enhancement of structural behavior of bracing systems with coupling beams at floor level2
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
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Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines2
Fundamental Period of Steel Moment‐Resisting Frames Infilled With Concrete Sandwich Panels2
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Influence of ground motion characteristics on the heating effect of lead‐rubber bearings in base‐isolated structures2
In‐plane stability and shear deformation analysis of the H‐beam hollow arch2
A preliminary design tool for volumetric buildings2
Shape optimization of tall buildings cross‐section: Balancing profit and aeroelastic performance2
Experimental Investigation and Seismic Performance Evaluation of the Combined Outrigger and Multilayer Amplified Viscous Damped Substructure System2
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The inter‐history iteration method for seismic response analysis of seismically isolated structures and its secondary development based on ABAQUS2
Modeling of Nonlinear Hysteresis in Lead Rubber Bearings With Data‐Driven Shape Parameter Identification2
Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers2
A metaheuristic‐based method for analysis of tensegrity structures2
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Enhancing Mechanical and Thermal Properties of Lightweight Mortar With Synthetic Fibers: A Comprehensive Study2
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Structural flexibility identification from impact test data through a subband estimation method2
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Nonlinear Dynamic Analysis Using the Force Analogy Method and the Ibarra–Medina–Krawinkler Model2
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures2
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning2
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Computational fluid dynamics and artificial neural network‐based analysis and forecasting of wind effects on obliquely parallel multiple building models using categorical variable encoding2
Intelligent crack identification method for high‐rise buildings aided by synthetic environments2
Effect of concrete edge distance on the hysteretic response of roof joint2
Enhancing the seismic performance of building structures equipped with composite braces in mega bracing configuration2
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