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 2022-01-01 to 2026-01-01.)
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
Shear Performance of the GFRP Bolt Interface Between the GFRP Profile and UHPC/Concrete Slabs17
Inverse Eigenmode Modeling and Multiscale Seismic Analysis of Irregular Frame Structure by Shear Spring–Multifloor Mass System16
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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Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams14
Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings13
Nonlinear Numerical Analysis and Parametric Investigation of a Novel Outsourcing Ribbed Joint11
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
Using Incremental Learning With Rehearsal to Enhance Global Collapse Prediction Machine Learning Models Across Diverse Steel Building Datasets9
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars9
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns8
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An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures7
Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design7
Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete7
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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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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
Performance Enhancement of the Combined Outrigger and Negative Stiffness Damped Substructure System: Experimental Investigation and Demand‐Oriented Optimization6
Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India6
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Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes6
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Lateral Force Resistance of Full‐Scale Internally Stiffened Double Steel Plate Shear Wall Connected on Both Sides5
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Identification of Full‐Field Wind Loads on Buildings Using Displacement Measurements and Smoothing Kalman Filter Under Unknown Input Without Direct Feedthrough5
Perspective Correction and Deep Learning‐Based Crack Detection for Concrete Structures5
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
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Building pose detection for the characterization of reinforced concrete buildings5
Seismic Performance Assessment of Insulated and Conventional Cross‐Arms Transmission Tower‐Line System5
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Horizontal deformation and construction analysis of frame–eccentrical core tube structure4
Comparative study on overall and local static performance of steel open‐web girders4
Seismic behavior of reduced beam section joints considering concrete floor effect4
Experimental study and numerical simulation of all‐steel buckling‐restrained brace with distributed inspection windows4
An Improved Bouc–Wen Model for High‐Damping Rubber Bearings Incorporating Large‐Strain Behavior: Development, Validation, and Comparative Analysis4
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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
Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs4
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Experimental and numerical study on eccentric compression performance of partially encased composite columns with corrugated web4
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Study on the shear concentration in high‐rise buildings with transfer structure and its effects on seismic performance4
Review of Cold‐Formed Steel Z‐Section Beams: Design Approaches and Performance Analysis4
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Robustness Evaluation and Hꝏ‐Based Hybrid Control of Building Structures Considering Parametric Uncertainties4
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Double Low‐Yield‐Point Steel Corrugated Plates as an Innovative Damper to Improve the Behavior of CBF Braces4
Experimental and Finite Element Analysis of the Built‐Up Hot‐Rolled Channel Steel Beams4
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Structural Stressing State Characteristics for Unbonded Prestressed Concrete Continuous Slabs Under Different Fire Conditions4
Flexural design curves of steel plate I‐girders at elevated temperatures: I‐girders with yield or local buckling failure mode4
Performance‐based plastic design and seismic performance evaluation of twisted diagrids with shear links4
Assessing the Nonlinear Behavior of Novel Steel Octagonal Yielding Dampers Under Lateral Loads4
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CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field3
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis3
Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members3
Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel3
Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams3
Study of the flexural performance and a novel calculation formula for the degree of composite action for precast concrete sandwich panels3
Design Optimization of the Flexural Behavior of a Novel UHPC–ECC–RC Composite Sandwich Panel3
Numerical Analysis of Crack Resistance in Superlength Circular RC Structures: A Case Study of a Stadium Building3
Advanced Finite Element Modeling of Cold‐Formed Steel Profiles in Bending: A Detailed Study on Flexural Strength and Structural Performance3
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Seismic control of tall buildings using vertically distributed multiple tuned mass dampers3
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Experimental Investigation on the Thermal Performance of Wall Panels With Nano‐Enhanced Phase Change Materials3
Prediction of Cold‐Formed Steel Channel Section With Close‐to‐Close and Back‐to‐Back Arrangement Under Axial Compression3
Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis3
Modal identification of non‐classically damped structures using generalized sparse component analysis3
Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed3
A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces3
A New Set of Wind Response Modification Factors for U Plan–Shaped Building Under Nonstationary Stochastic Wind3
Enhancing Concrete's Structural Integrity: A Novel Approach for Predicting the Mechanical Properties of Glass Wool Fiber Reinforced Concrete3
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Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion3
Robust structural control of a real high‐rise tower equipped with a hybrid mass damper3
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Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning2
Unsupervised structural damage identification based on covariance matrix and deep clustering2
Intelligent crack identification method for high‐rise buildings aided by synthetic environments2
Enhancing Mechanical and Thermal Properties of Lightweight Mortar With Synthetic Fibers: A Comprehensive Study2
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Numerical study on split base plate connection with concentric anchors between steel‐plate composite wall and concrete basemat2
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Seismic Damage Identification Using a Combination of Mixture of Gaussian and Harris Hawks Optimization2
The inter‐history iteration method for seismic response analysis of seismically isolated structures and its secondary development based on ABAQUS2
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Structural flexibility identification from impact test data through a subband estimation method2
A preliminary design tool for volumetric buildings2
A novel damped braced tube system for tall buildings in high seismic zones2
Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework2
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Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines2
Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers2
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
Shape optimization of tall buildings cross‐section: Balancing profit and aeroelastic performance2
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
Fundamental Period of Steel Moment‐Resisting Frames Infilled With Concrete Sandwich Panels2
Analysis of seismic damage and seismic capacity of the structure of the ultrahigh pagoda2
Multi‐level enhancement of structural behavior of bracing systems with coupling beams at floor level2
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
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures2
Dynamic Calculation and Seismic Response Analysis of Inclined Masonry Towers: A Nonlinear Finite Element Approach2
Experimental Study on Long‐Term Performance of Postinstalled Reinforcing Bars2
Uncertainty in the dynamic properties of tall buildings and propagation to the wind‐induced response2
Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm2
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Behavior of Precast RC Columns With Embedded Steel Tube‐Endplate Bolt Connections Under Low Cyclic Reversed Loading2
Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers2
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Influence of ground motion characteristics on the heating effect of lead‐rubber bearings in base‐isolated structures2
Modeling of Nonlinear Hysteresis in Lead Rubber Bearings With Data‐Driven Shape Parameter Identification2
Development of a Hybrid Posttensioning and Integrated Shear Connector Mechanism for Enhancing the Structural Performance of Composite Fiber Deck–Concrete Systems2
A metaheuristic‐based method for analysis of tensegrity structures2
Seismic Performance of an Innovative Rocking Frame Structure With Spring Support Connections2
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Efficiency of the slime mold algorithm for damage detection of large‐scale structures2
Nonlinear Dynamic Analysis Using the Force Analogy Method and the Ibarra–Medina–Krawinkler Model2
Multi‐indicator evaluation method of important members of truss string structures2
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In‐plane stability and shear deformation analysis of the H‐beam hollow arch2
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Experimental Study on the Seismic Behavior of Prefabricated Shear Walls Connected by Double‐Pipe Reinforcing Bar Connectors2
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Optimization‐based design of sliding sector control for active seismic protection of structures1
A multi‐objective structural optimization method for serviceability design of tall buildings1
Investigation on the Seismic Damage and Identification of Lateral Stiffness for Ancient Timber Structures1
Reliability‐Based Design Optimization of Tuned Mass Damper for Tall Buildings Considering Uncertainty of Soil‐Structure Interaction1
Generalized Conditional Mean Spectrum‐Based Ground Motion Records Selecting Considering Multiple Order Modes for High‐Rise Structure1
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Influence of coupling ratio on seismic behavior of hybrid coupled partially encased composite wall system1
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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
Seismic reliability evaluation of a tall concrete‐timber hybrid structural system1
Experimental Investigation and Seismic Performance Evaluation of the Combined Outrigger and Multilayer Amplified Viscous Damped Substructure System1
Theoretical Model and Shaking Table Experiment of Eddy Current–Enhanced Friction Pendulum Tuned Mass Damper1
A real‐time hybrid simulation method based on multitasking loading1
Evaluating Wind Interference Effects of Surrounding Tall Buildings on a Rectangular Tall Building Using Computational Fluid Dynamics1
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Predicting Formula for Critical Axial Restraint Stiffness Ratio of Hinged Box‐Section Steel Columns Under Fire1
Optimization Model of Steel‐Prestressed Concrete Hybrid Wind Turbine Tower: Using a Combined Differential Whale Optimization Algorithm1
Shaking table test and seismic behavior of Ningbo Hengda Tower1
Investigation of Flexural Behavior of Voided and Crosstie Reinforced Slabs1
Bayesian model updating of super high‐rise building for construction simulation1
Improving the Cyclic Behavior and Post‐Fire Performance of the Prequalified ConXL Connection1
Parametric analysis of nonstructural component acceleration response spectra considering interaction between structures and nonstructural components1
Calculation of Horizontal Deflection, Interstory Drift, Additional Axial Force, and Coupling Ratio in Coupled Shear Walls: Inclusion of Local Shear Deformation1
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Out‐of‐plane behavior of dry‐stack brick masonry walls1
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Machine vision‐based automated earthquake‐induced drift ratio quantification for reinforced concrete columns1
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Seismic performance of the cantilever segment in prefabricated stepped beam–column joints1
Experimentally Verified Retrofit Combining Hybrid Solutions for Enhancing the Seismic Response of Multistory RC Structures1
Seismic performance of joint between steel H‐beam and rectangular concrete‐filled hot‐rolled‐steel tubular column1
Seismic Optimization of Steel Mega‐Braced Frame With Improved Prairie Dog Metaheuristic Optimization Algorithm1
Dynamic analysis and optimization of a wind turbine tower subject to wind and earthquake loads1
Size effect of circular concrete‐filled stainless steel tubular short columns under axial compression1
Prediction on wind‐induced responses for tall buildings considering frequency dependency of viscoelastic damped structures1
Investigating the performance of stone columns in an extremely soft clay—A case study1
Quantitative Study of Thermal Response of Timber–Concrete Composite Structures Under Traveling Fire Using Energy Equivalence Method1
Seismic Design Methods for Bolt‐Connected Prefabricated Wall Panel Structures: A Nonequivalent Cast‐in‐Place Framework1
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Damage tracking and hysteresis‐based evaluation of seismic‐excited RC shear wall using monitoring data1
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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
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Numerical collapse simulation based critical state analysis for framed‐wall structure subjected to earthquakes1
Closed‐Form Solutions for the Static Analysis of Multi‐bay Stiffened Coupled Shear Walls: Inclusion of Local Shear Deformation of Walls1
Develop a Multiscale Settlement Prediction Framework Using Deep Learning for Adjustable Pile‐Supported Wind Turbine Foundation Settlement1
Seismic Behavior of Buckling‐Restrained Steel Plate Shear Walls With Various Interconnection Ratios1
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Innovative Structural Health Monitoring Using a Hybrid Intelligence Framework1
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Predicting acceleration response of super‐tall buildings by support vector regression0
Novel Scissor‐Jack‐Damper With Spatial Configuration and Enhanced Efficiency0
Analysis of wind vibration characteristics of a slab‐type high‐rise residential building0
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Optimal parameters for tall buildings with a single viscously damped outrigger considering earthquake and wind loads0
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Research on the interfacial bonding performance of novel composite L‐shaped concrete‐filled steel tubes0
Axial Behavior of Cold‐Formed Steel Built‐Up I‐Section and Single C‐Section Wall Panels With Varied Sheathing Configurations: Experimental and Analytical Investigations0
Investigating the behavior of an innovative butterfly‐shaped damper: An experimental and numerical study0
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Research on seismic suppression performance of vertical circulation stereo garage based on friction damper and steel pipe0
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Increasing Energy Dissipation Capacity of Steel Rigid Joints With Rotational Dampers in Modern Chinese Traditional‐Style Buildings0
Research on Integrated Technology of Overall Aerial Building Formwork Equipment and Concrete Placing‐Boom0
Study on the influence of non‐load effects during the whole process of construction of setback super‐tall structures0
Effective width estimation of flanged reinforced concrete shear walls0
Variance‐Based Sensitivity of Seismic Damage of the Containment Building Using Efficient Bayesian Additive Regression Trees0
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Experimental and numerical investigations on large‐section rectangular CFT columns with distributive beam under axial compression0
Modal Decomposition and Genetic Algorithm–Based Vulnerability Evaluation of High‐Rise Structures—An Assessment of Structural Optimization Methodologies for Fragility Curves Development0
A review on the performance of concrete filled tubular columns under axial compression: Emphasis on geometrical parameters and various concrete infills and encasings0
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Seismic Performance Quantification of Steel Moment‐Resisting Modular Buildings Considering Structural Details0
Experimental evaluation of cyclic behavior of precast concrete frame with steel shear wall0
Generation of eco‐friendly design for post‐tensioned axially symmetric reinforced concrete cylindrical walls by minimizing of CO2 emission0
Effect of tuned mass damper in wind‐induced response of “V” plan‐shaped tall building0
Study on seismic performance test and calculation method of recycled steel fiber reinforced concrete shear wall0
Study on the Influence of Thread Length on Vertical Bearing Characteristics of Threaded Piles0
Improving the Behavior of Reinforced Concrete Frame Using an Innovative Metallic Shear Damper0
Progressive collapse resistance of prestressed concrete frame structures with infill walls considering instantaneous column failure0
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Seismic performance evaluation of reinforced concrete hilly buildings under sequence of earthquakes0
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Effect of aspect ratio on the aerodynamic performance and correlation of square section building exposed to twisted wind profile0
Seismic analysis and connection optimization of the side column on modular prefabricated four‐sided connected composite shear wall0
Size Effect on Shear Resistance Capacity of GFRP Rebar‐Reinforced I‐Shaped UHPC Beams Without Stirrup0
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Restoring force model of steel‐recycled concrete composite frame with infilled recycled block wall0
Development and validation of graphics‐based digital twin framework for UAV‐aided post‐earthquake inspection of high‐rise buildings0
Comparative Evaluation of Semiactive Control Strategies for the Milad Telecommunication Tower Using MR Dampers Under Spectrally Matched Near‐ and Far‐Field Earthquakes0
Numerical Study on the Dynamic Responses of Steel Beam‐Column Sub‐Assemblages Subjected to Impacts in Fires0
Improving the behavior of concentrically braced frame braces using a flexural damper: Experimental and numerical study0
Shear and Flexural Behavior of UHPFRC‐NC Composite Beams Reinforced With High‐Strength Steel and Steel Fibers Under Static and Cyclic Loading0
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Seismic design and assessment for midrise buildings equipped with damped‐outrigger system0
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