Structural Design of Tall and Special Buildings

Papers
(The median citation count of Structural Design of Tall and Special Buildings is 0. 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 2022-08-01 to 2026-08-01.)
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 System16
Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems15
Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes13
Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings11
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Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams11
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Performance‐Based Plastic Design (PBPD) and Collapse Prediction of RC Dual Special Moment Frame‐Structural Wall System10
Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections9
Shaking Table Test Study on Equivalent Model of Large Stadium Structure Incorporating Supplemental Viscous Damping Walls9
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns9
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures9
Nonlinear Numerical Analysis and Parametric Investigation of a Novel Outsourcing Ribbed Joint9
Shear Performance of the GFRP Bolt Interface Between the GFRP Profile and UHPC/Concrete Slabs8
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars8
Study of Acceleration Demands and Floor Spectra Based on High Amplitude Instrumented Building Records8
Using Incremental Learning With Rehearsal to Enhance Global Collapse Prediction Machine Learning Models Across Diverse Steel Building Datasets8
Basement structural design innovation of China International Silk Road Center8
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Seismic Performance of Defective Reinforced Concrete Columns With Replacement Strengthening Using Cementitious Grouting Material8
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Correction to “Research on Simulation Analysis of Major Safety Risks and Control Countermeasures in Chemical Parks”7
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Novel Solutions for Wind‐Induced Random Responses of High‐Rise Structures With Parallel‐Tuned Inerter Mass System7
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Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design6
Lateral Force Resistance of Full‐Scale Internally Stiffened Double Steel Plate Shear Wall Connected on Both Sides6
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Probabilistic Multi‐Hazard Fragility Analysis of High‐Rise Concrete Structures Under the Combined Effects of Earthquake and Wind Loads6
Performance Enhancement of the Combined Outrigger and Negative Stiffness Damped Substructure System: Experimental Investigation and Demand‐Oriented Optimization6
Perspective Correction and Deep Learning‐Based Crack Detection for Concrete Structures6
An Improved Bouc–Wen Model for High‐Damping Rubber Bearings Incorporating Large‐Strain Behavior: Development, Validation, and Comparative Analysis5
Comparative study on overall and local static performance of steel open‐web girders5
Experimental and numerical study on eccentric compression performance of partially encased composite columns with corrugated web5
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Flexural Performance of Sustainably Composite‐Stiffened Cold‐Formed Steel Built‐Up Beams With Rectangular Compression Flanges5
Building pose detection for the characterization of reinforced concrete buildings5
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Simulation and Deformation Analysis of Construction Process of Large Eccentric Frame‐Core Tube Structure5
Flexural design curves of steel plate I‐girders at elevated temperatures: I‐girders with yield or local buckling failure mode5
Seismic behavior of reduced beam section joints considering concrete floor effect5
Structural Stressing State Characteristics for Unbonded Prestressed Concrete Continuous Slabs Under Different Fire Conditions5
Identification of Full‐Field Wind Loads on Buildings Using Displacement Measurements and Smoothing Kalman Filter Under Unknown Input Without Direct Feedthrough5
Seismic Performance Assessment of Insulated and Conventional Cross‐Arms Transmission Tower‐Line System5
Life‐cycle cost‐oriented multiobjective optimization of composite frames considering the slab effect5
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Double Low‐Yield‐Point Steel Corrugated Plates as an Innovative Damper to Improve the Behavior of CBF Braces5
Review of Cold‐Formed Steel Z‐Section Beams: Design Approaches and Performance Analysis5
Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes5
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Assessing the Nonlinear Behavior of Novel Steel Octagonal Yielding Dampers Under Lateral Loads4
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Robustness Evaluation and Hꝏ‐Based Hybrid Control of Building Structures Considering Parametric Uncertainties4
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Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel4
Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs4
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Behavior of Bolted and Plated Steel Dampers Used on Steel Cross Members Applied in RCF4
Enhancing CFST Column Performance With Nanomaterials: Optimization and Predictive Modeling Using HSWO and CSGNN4
Objective Conversion‐Based Multiobjective Evolutionary Algorithm for Optimal Design of Braced Steel Frame Structures4
A New Set of Wind Response Modification Factors for U Plan–Shaped Building Under Nonstationary Stochastic Wind4
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CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field4
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Experimental and Finite Element Analysis of the Built‐Up Hot‐Rolled Channel Steel Beams4
Flexural Behavior of Steel Fiber–Reinforced Alkali‐Activated Lightweight Aggregate Concrete Superposed Beams: Experimental and Theoretical Study4
Enhancing Concrete's Structural Integrity: A Novel Approach for Predicting the Mechanical Properties of Glass Wool Fiber Reinforced Concrete4
Seismic control of tall buildings using vertically distributed multiple tuned mass dampers4
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Numerical Analysis of Crack Resistance in Superlength Circular RC Structures: A Case Study of a Stadium Building4
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A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces3
Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed3
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Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams3
Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis3
Multi‐indicator evaluation method of important members of truss string structures3
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis3
Effect of concrete edge distance on the hysteretic response of roof joint3
Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm3
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning3
Development of a Hybrid Posttensioning and Integrated Shear Connector Mechanism for Enhancing the Structural Performance of Composite Fiber Deck–Concrete Systems3
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Modal identification of non‐classically damped structures using generalized sparse component analysis3
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
Prediction of Cold‐Formed Steel Channel Section With Close‐to‐Close and Back‐to‐Back Arrangement Under Axial Compression3
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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Efficient SMA–Steel Bar Mechanical Connection for Seismic‐Resilient Structures: Experimental Evaluation3
Experimental Cyclic Evaluation of Exterior RC Beam‐Column Joints With Inadequate Beam Shear Resistance and Short Lap Splices in Columns: Comparison With Seismically Designed Joints3
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Dynamic Calculation and Seismic Response Analysis of Inclined Masonry Towers: A Nonlinear Finite Element Approach3
In‐plane stability and shear deformation analysis of the H‐beam hollow arch3
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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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Special Braced Stairs in Tall Buildings: New Structural Design for Column Failure Prevention3
Experimental Investigation on the Thermal Performance of Wall Panels With Nano‐Enhanced Phase Change Materials3
Design Optimization of the Flexural Behavior of a Novel UHPC–ECC–RC Composite Sandwich Panel3
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Subsystem‐Based Analytical Expressions for the Dynamic and Stability Analysis of Uniform One‐Bay Coupled Shear Walls Using the Three‐Field CTB Beam3
Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework3
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Experimental Study on Long‐Term Performance of Postinstalled Reinforcing Bars3
Behavior of Precast RC Columns With Embedded Steel Tube‐Endplate Bolt Connections Under Low Cyclic Reversed Loading3
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Multi‐level enhancement of structural behavior of bracing systems with coupling beams at floor level2
Fundamental Period of Steel Moment‐Resisting Frames Infilled With Concrete Sandwich Panels2
Modeling of Nonlinear Hysteresis in Lead Rubber Bearings With Data‐Driven Shape Parameter Identification2
Analysis of seismic damage and seismic capacity of the structure of the ultrahigh pagoda2
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Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines2
Shape optimization of tall buildings cross‐section: Balancing profit and aeroelastic performance2
Seismic Damage Identification Using a Combination of Mixture of Gaussian and Harris Hawks Optimization2
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
A metaheuristic‐based method for analysis of tensegrity structures2
Seismic Performance and Collaborative Decoupling of Decoupled Hybrid Frame‐Shear Wall Systems for Resilient Industrial Structures2
Evaluation of Seismic Parameters for High‐Strength Steel Frame‐Tube Structure With Double‐Channel Shear Link2
Unsupervised structural damage identification based on covariance matrix and deep clustering2
Numerical study on structural performance of corrugated steel plate shear wall with different yield points steel2
Enhancing Mechanical and Thermal Properties of Lightweight Mortar With Synthetic Fibers: A Comprehensive Study2
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Vision‐based robust missing and loosened bolt detection for splice plate joints2
Intelligent crack identification method for high‐rise buildings aided by synthetic environments2
Uncertainty in the dynamic properties of tall buildings and propagation to the wind‐induced response2
Structural flexibility identification from impact test data through a subband estimation method2
The inter‐history iteration method for seismic response analysis of seismically isolated structures and its secondary development based on ABAQUS2
Punching Shear Strength Estimation of FRP‐Strengthened RCC Slabs Using Hybrid Deep Learning and Meta‐Heuristic Optimization Approach2
An Innovative Metallic Damper Directly Connected to CBF's Diagonal Member, a Comparative Experimental Study2
Seismic Performance of an Innovative Rocking Frame Structure With Spring Support Connections2
Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers2
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Analysis of the Effectiveness of Base Isolation Technique Using Lead Rubber Bearings on Structural Vibration Responses of Tall Buildings Under Earthquakes2
Influence of ground motion characteristics on the heating effect of lead‐rubber bearings in base‐isolated structures2
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Nonlinear Dynamic Analysis Using the Force Analogy Method and the Ibarra–Medina–Krawinkler Model2
Seismic performance of joint between steel H‐beam and rectangular concrete‐filled hot‐rolled‐steel tubular column1
Intelligent Shear Wall Optimization in Reinforced Concrete Buildings Subjected to Earthquake Excitations1
Develop a Multiscale Settlement Prediction Framework Using Deep Learning for Adjustable Pile‐Supported Wind Turbine Foundation Settlement1
Machine vision‐based automated earthquake‐induced drift ratio quantification for reinforced concrete columns1
Data‐driven modeling and prediction on hysteresis behavior of flexure RC columns using deep learning networks1
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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 encoding1
Analysis of Axial Compressive Bearing Performance of Defective Concrete Short Columns Replaced With Cement‐Based Grouting Material1
Quantitative Study of Thermal Response of Timber–Concrete Composite Structures Under Traveling Fire Using Energy Equivalence Method1
Evaluating Wind Interference Effects of Surrounding Tall Buildings on a Rectangular Tall Building Using Computational Fluid Dynamics1
Experimentally Verified Retrofit Combining Hybrid Solutions for Enhancing the Seismic Response of Multistory RC Structures1
Seismic Design Methods for Bolt‐Connected Prefabricated Wall Panel Structures: A Nonequivalent Cast‐in‐Place Framework1
Research on Simulation Analysis of Major Safety Risks and Control Countermeasures in Chemical Parks1
Innovative Structural Health Monitoring Using a Hybrid Intelligence Framework1
A Uni‐Axial Damage Model for Axial Steel Braces in Large‐Span Structures Under Cyclic Loading Protocol1
Seismic Optimization of Steel Mega‐Braced Frame With Improved Prairie Dog Metaheuristic Optimization Algorithm1
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Generalized Conditional Mean Spectrum‐Based Ground Motion Records Selecting Considering Multiple Order Modes for High‐Rise Structure1
Size effect of circular concrete‐filled stainless steel tubular short columns under axial compression1
Reliability‐Based Design Optimization of Tuned Mass Damper for Tall Buildings Considering Uncertainty of Soil‐Structure Interaction1
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Experimental Investigation and Seismic Performance Evaluation of the Combined Outrigger and Multilayer Amplified Viscous Damped Substructure System1
Parametric analysis of nonstructural component acceleration response spectra considering interaction between structures and nonstructural components1
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Exploring the Impact of Internal Lattice Angles on the Bending Behavior and Ultimate Bearing Capacity of Concrete‐Filled Steel Tubes Under Different Loading Conditions1
Implementation of real‐time hybrid simulation based on Python‐graphics processing unit computing1
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Experimental and Analytical Research on Seismic Behavior of Circular‐in‐Square ECC‐Filled High‐Strength Double‐Skin Steel Tubular Columns With Out‐of‐Code B/t Ratio1
Shaking table test and seismic behavior of Ningbo Hengda Tower1
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Optimization Model of Steel‐Prestressed Concrete Hybrid Wind Turbine Tower: Using a Combined Differential Whale Optimization Algorithm1
Shear Capacity Analysis of Small Span‐Depth Ratio Steel Plate‐Fiber Concrete Composite Coupling Beams1
Closed‐Form Solutions for the Static Analysis of Multi‐bay Stiffened Coupled Shear Walls: Inclusion of Local Shear Deformation of Walls1
Prediction on wind‐induced responses for tall buildings considering frequency dependency of viscoelastic damped structures1
Numerical analysis on mechanical behavior of steel‐concrete composite beams under fire1
Improving the Cyclic Behavior and Post‐Fire Performance of the Prequalified ConXL Connection1
Out‐of‐plane behavior of dry‐stack brick masonry walls1
Mechanistic of Acceleration Response Control in Coupled Shear Walls Using Negative Stiffness Damping1
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Optimization‐based design of sliding sector control for active seismic protection of structures1
Bayesian model updating of super high‐rise building for construction simulation1
Theoretical Model and Shaking Table Experiment of Eddy Current–Enhanced Friction Pendulum Tuned Mass Damper1
Numerical collapse simulation based critical state analysis for framed‐wall structure subjected to earthquakes1
Investigation of Flexural Behavior of Voided and Crosstie Reinforced Slabs1
A real‐time hybrid simulation method based on multitasking loading1
Seismic performance of the cantilever segment in prefabricated stepped beam–column joints1
Research advances in fiber‐reinforced concrete‐filled steel tube columns1
Parametric Study on the Hysteretic Behavior of High‐Strength Steel Frame‐Tube Structures With Splice‐Plate Bolted Shear Links1
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Investigating the performance of stone columns in an extremely soft clay—A case study1
Experimental Study of Concrete‐Filled Steel Tube Columns With Innovative Cross‐Sectional Shapes1
Finite element analysis of precast concrete beam‐column joint based on bolt connection1
Experimental and Numerical Investigation of the Polymer Damping Multilayer Anisotropic Displacement Amplified System1
The fiber hinge model for unbonded post‐tensioned beam‐column connections1
Predicting Formula for Critical Axial Restraint Stiffness Ratio of Hinged Box‐Section Steel Columns Under Fire1
Closed‐Form Solutions for the Static Analysis of One‐bay Stiffened Coupled Shear Walls Using the Three‐Field CTB Beam1
High‐strength steel‐wire‐mesh reinforced square concrete filled steel tubular columns: Concept and compressive behavior1
Seismic Behavior of Buckling‐Restrained Steel Plate Shear Walls With Various Interconnection Ratios1
Damage tracking and hysteresis‐based evaluation of seismic‐excited RC shear wall using monitoring data1
Investigation on the Seismic Damage and Identification of Lateral Stiffness for Ancient Timber Structures1
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Calculation of Horizontal Deflection, Interstory Drift, Additional Axial Force, and Coupling Ratio in Coupled Shear Walls: Inclusion of Local Shear Deformation1
A multi‐objective structural optimization method for serviceability design of tall buildings1
Study on Crack Extension Process of CFRP‐Reinforced Concrete Beam Based on DIC1
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Axial Behavior of Cold‐Formed Steel Built‐Up I‐Section and Single C‐Section Wall Panels With Varied Sheathing Configurations: Experimental and Analytical Investigations0
Predicting acceleration response of super‐tall buildings by support vector regression0
Improving the behavior of concentrically braced frame braces using a flexural damper: Experimental and numerical study0
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A new approach for the computation of design shear force in reinforced concrete walls subjected to seismic loads0
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Size Effect on Shear Resistance Capacity of GFRP Rebar‐Reinforced I‐Shaped UHPC Beams Without Stirrup0
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Modal Decomposition and Genetic Algorithm–Based Vulnerability Evaluation of High‐Rise Structures—An Assessment of Structural Optimization Methodologies for Fragility Curves Development0
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Seismic analysis and connection optimization of the side column on modular prefabricated four‐sided connected composite shear wall0
Experimental and numerical investigations on large‐section rectangular CFT columns with distributive beam under axial compression0
Global Substitute Geometric Imperfection of Multistorey Steel Building Frame—Statistically Based Approach to Evaluation0
Study on the influence of non‐load effects during the whole process of construction of setback super‐tall structures0
Energy dissipation and damage on the interface of steel and steel fiber‐reinforced concrete composite column0
Effect of corrugated steel angle on the damage characteristics and anti‐explosion performance of corrugated steel–concrete composite structures0
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Research on the interfacial bonding performance of novel composite L‐shaped concrete‐filled steel tubes0
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Seismic Performance Quantification of Steel Moment‐Resisting Modular Buildings Considering Structural Details0
Analysis of wind vibration characteristics of a slab‐type high‐rise residential building0
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Effect of aspect ratio on the aerodynamic performance and correlation of square section building exposed to twisted wind profile0
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Seismic performance assessment of reinforced concrete coupled walls reinforced with different types of shape memory alloys0
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Optimal parameters for tall buildings with a single viscously damped outrigger considering earthquake and wind loads0
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