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 2021-08-01 to 2025-08-01.)
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Inverse Eigenmode Modeling and Multiscale Seismic Analysis of Irregular Frame Structure by Shear Spring–Multifloor Mass System20
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An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures18
Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems17
Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria17
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Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes16
Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete14
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Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections14
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns13
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars13
Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams11
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Shear Performance of the GFRP Bolt Interface Between the GFRP Profile and UHPC/Concrete Slabs10
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Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings10
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Performance Enhancement of the Combined Outrigger and Negative Stiffness Damped Substructure System: Experimental Investigation and Demand‐Oriented Optimization9
Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India8
Perspective Correction and Deep Learning‐Based Crack Detection for Concrete Structures7
Basement structural design innovation of China International Silk Road Center7
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Novel Solutions for Wind‐Induced Random Responses of High‐Rise Structures With Parallel‐Tuned Inerter Mass System7
Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes7
Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design7
Study of Acceleration Demands and Floor Spectra Based on High Amplitude Instrumented Building Records7
Restoring force model of high‐strength concrete‐encased CFST composite columns7
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Life‐cycle cost‐oriented multiobjective optimization of composite frames considering the slab effect6
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Probabilistic Multi‐Hazard Fragility Analysis of High‐Rise Concrete Structures Under the Combined Effects of Earthquake and Wind Loads6
An Improved Bouc–Wen Model for High‐Damping Rubber Bearings Incorporating Large‐Strain Behavior: Development, Validation, and Comparative Analysis6
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Study on the shear concentration in high‐rise buildings with transfer structure and its effects on seismic performance6
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Experimental study and numerical simulation of all‐steel buckling‐restrained brace with distributed inspection windows6
Building pose detection for the characterization of reinforced concrete buildings6
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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Moment–rotation curve characteristics and initial rotational stiffness calculation method of angle connections5
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Seismic Performance Assessment of Insulated and Conventional Cross‐Arms Transmission Tower‐Line System5
Horizontal deformation and construction analysis of frame–eccentrical core tube structure5
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Simulation and Deformation Analysis of Construction Process of Large Eccentric Frame‐Core Tube Structure5
Seismic behavior of reduced beam section joints considering concrete floor effect5
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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 Evaluation and Hꝏ‐Based Hybrid Control of Building Structures Considering Parametric Uncertainties4
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Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs4
Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion4
Experimental and numerical study on eccentric compression performance of partially encased composite columns with corrugated web4
Structural Stressing State Characteristics for Unbonded Prestressed Concrete Continuous Slabs Under Different Fire Conditions4
Double Low‐Yield‐Point Steel Corrugated Plates as an Innovative Damper to Improve the Behavior of CBF Braces4
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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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Behavior of Bolted and Plated Steel Dampers Used on Steel Cross Members Applied in RCF4
Comparative study on overall and local static performance of steel open‐web girders4
Review of Cold‐Formed Steel Z‐Section Beams: Design Approaches and Performance Analysis4
Assessing the Nonlinear Behavior of Novel Steel Octagonal Yielding Dampers Under Lateral Loads4
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Multi‐indicator evaluation method of important members of truss string structures3
Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed3
Performance‐based plastic design and seismic performance evaluation of twisted diagrids with shear links3
Robust structural control of a real high‐rise tower equipped with a hybrid mass damper3
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Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework3
Seismic control of tall buildings using vertically distributed multiple tuned mass dampers3
Efficiency of the slime mold algorithm for damage detection of large‐scale structures3
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning3
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis3
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CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field3
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Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams3
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Enhancing CFST Column Performance With Nanomaterials: Optimization and Predictive Modeling Using HSWO and CSGNN3
A preliminary design tool for volumetric buildings3
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A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures3
Advanced Finite Element Modeling of Cold‐Formed Steel Profiles in Bending: A Detailed Study on Flexural Strength and Structural Performance3
A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces3
Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis3
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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Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members3
Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers3
Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel3
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Modal identification of non‐classically damped structures using generalized sparse component analysis3
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Nonlinear Dynamic Analysis Using the Force Analogy Method and the Ibarra–Medina–Krawinkler Model2
Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers2
Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines2
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Influence of ground motion characteristics on the heating effect of lead‐rubber bearings in base‐isolated structures2
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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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Intelligent crack identification method for high‐rise buildings aided by synthetic environments2
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Effect of concrete edge distance on the hysteretic response of roof joint2
Seismic Damage Identification Using a Combination of Mixture of Gaussian and Harris Hawks Optimization2
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Numerical study on split base plate connection with concentric anchors between steel‐plate composite wall and concrete basemat2
Multi‐level enhancement of structural behavior of bracing systems with coupling beams at floor level2
Shape optimization of tall buildings cross‐section: Balancing profit and aeroelastic performance2
Unsupervised structural damage identification based on covariance matrix and deep clustering2
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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Uncertainty in the dynamic properties of tall buildings and propagation to the wind‐induced response2
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
Vision‐based robust missing and loosened bolt detection for splice plate joints2
Analysis of seismic damage and seismic capacity of the structure of the ultrahigh pagoda2
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Structural flexibility identification from impact test data through a subband estimation method2
Fundamental Period of Steel Moment‐Resisting Frames Infilled With Concrete Sandwich Panels2
Seismic behavior of superimposed reinforced concrete shear walls with X‐shaped steel plate bracings under different axial load ratios2
The inter‐history iteration method for seismic response analysis of seismically isolated structures and its secondary development based on ABAQUS2
A novel damped braced tube system for tall buildings in high seismic zones2
Numerical study on structural performance of corrugated steel plate shear wall with different yield points steel2
Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm2
Robustness of multistory corner‐supported modular steel frames against progressive collapse2
Enhancing the seismic performance of building structures equipped with composite braces in mega bracing configuration2
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A metaheuristic‐based method for analysis of tensegrity structures2
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Numerical collapse simulation based critical state analysis for framed‐wall structure subjected to earthquakes1
Seismic performance of the cantilever segment in prefabricated stepped beam–column joints1
Quantitative evaluation and improvement of seismic resilience of a tall frame shear wall structure1
Optimization Model of Steel‐Prestressed Concrete Hybrid Wind Turbine Tower: Using a Combined Differential Whale Optimization Algorithm1
Finite element analysis of precast concrete beam‐column joint based on bolt connection1
Seismic reliability evaluation of a tall concrete‐timber hybrid structural system1
High‐strength steel‐wire‐mesh reinforced square concrete filled steel tubular columns: Concept and compressive behavior1
Data‐driven modeling and prediction on hysteresis behavior of flexure RC columns using deep learning networks1
Damage tracking and hysteresis‐based evaluation of seismic‐excited RC shear wall using monitoring data1
Experimentally Verified Retrofit Combining Hybrid Solutions for Enhancing the Seismic Response of Multistory RC Structures1
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Improving the Cyclic Behavior and Post‐Fire Performance of the Prequalified ConXL Connection1
Out‐of‐plane behavior of dry‐stack brick masonry walls1
Shaking table test and seismic behavior of Ningbo Hengda Tower1
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Efficient seismic risk assessment of irregular steel‐framed buildings through endurance time analysis of consistent fish‐bone model1
Influence of coupling ratio on seismic behavior of hybrid coupled partially encased composite wall system1
Computational fluid dynamics and artificial neural network‐based analysis and forecasting of wind effects on obliquely parallel multiple building models using categorical variable encoding1
Develop a Multiscale Settlement Prediction Framework Using Deep Learning for Adjustable Pile‐Supported Wind Turbine Foundation Settlement1
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Shear capacity and lateral stiffness of composite plate shear walls‐concrete encased under cyclic loading1
Research advances in fiber‐reinforced concrete‐filled steel tube columns1
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Size effect of circular concrete‐filled stainless steel tubular short columns under axial compression1
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Theoretical Model and Shaking Table Experiment of Eddy Current–Enhanced Friction Pendulum Tuned Mass Damper1
Dynamic analysis and optimization of a wind turbine tower subject to wind and earthquake loads1
Utilizing I‐shaped shear links as dampers to improve the behavior of concentrically braced frames1
Prediction on wind‐induced responses for tall buildings considering frequency dependency of viscoelastic damped structures1
Optimization‐based design of sliding sector control for active seismic protection of structures1
Exploring the Impact of Internal Lattice Angles on the Bending Behavior and Ultimate Bearing Capacity of Concrete‐Filled Steel Tubes Under Different Loading Conditions1
Machine vision‐based automated earthquake‐induced drift ratio quantification for reinforced concrete columns1
Seismic Optimization of Steel Mega‐Braced Frame With Improved Prairie Dog Metaheuristic Optimization Algorithm1
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A real‐time hybrid simulation method based on multitasking loading1
Seismic performance of joint between steel H‐beam and rectangular concrete‐filled hot‐rolled‐steel tubular column1
Quantitative Study of Thermal Response of Timber–Concrete Composite Structures Under Traveling Fire Using Energy Equivalence Method1
Seismic Behavior of Buckling‐Restrained Steel Plate Shear Walls With Various Interconnection Ratios1
The fiber hinge model for unbonded post‐tensioned beam‐column connections1
Implementation of real‐time hybrid simulation based on Python‐graphics processing unit computing1
Hydrodynamic characteristics and application of tuned liquid dampers with internal damping devices1
Generalized Conditional Mean Spectrum‐Based Ground Motion Records Selecting Considering Multiple Order Modes for High‐Rise Structure1
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Investigating the performance of stone columns in an extremely soft clay—A case study1
Parametric analysis of nonstructural component acceleration response spectra considering interaction between structures and nonstructural components1
Investigation on the Seismic Damage and Identification of Lateral Stiffness for Ancient Timber Structures1
Bayesian model updating of super high‐rise building for construction simulation1
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A multi‐objective structural optimization method for serviceability design of tall buildings1
A metaheuristic‐based optimum tuning approach for tuned liquid dampers for structures0
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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A new performance‐based seismic design method using endurance time analysis for linked column frame system and a comparison of structural systems and seismic analysis methods0
Dynamical performances of a wind‐excited high‐rise structure equipped with a multiblock movable faca̧de0
A discontinuous cantilever beam analogy for quantifying higher mode demands in stacked rocking cores0
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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
Progressive collapse resistance of prestressed concrete frame structures with infill walls considering instantaneous column failure0
Bond capacity between H‐shaped steel and recycled concrete under cyclic loading0
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Experimental and numerical investigations on large‐section rectangular CFT columns with distributive beam under axial compression0
Effect of unreinforced masonry infills on seismic performance of reinforced concrete frame‐shear wall buildings0
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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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Research on Integrated Technology of Overall Aerial Building Formwork Equipment and Concrete Placing‐Boom0
Improving the Behavior of Reinforced Concrete Frame Using an Innovative Metallic Shear Damper0
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Life‐cycle cost analysis and life‐cycle assessment of the second‐generation benchmark building subject to typhoon wind loads in Hong Kong0
Generation of eco‐friendly design for post‐tensioned axially symmetric reinforced concrete cylindrical walls by minimizing of CO2 emission0
Seismic design and assessment for midrise buildings equipped with damped‐outrigger system0
Improving the behavior of concentrically braced frame braces using a flexural damper: Experimental and numerical study0
Seismic collapse performance of reinforced concrete moment frame structures with plan irregularity0
Variance‐Based Sensitivity of Seismic Damage of the Containment Building Using Efficient Bayesian Additive Regression Trees0
Research on vertical deformation and predeformation control of three‐tower connected super high‐rise structure during construction0
Predicting acceleration response of super‐tall buildings by support vector regression0
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Research on the interfacial bonding performance of novel composite L‐shaped concrete‐filled steel tubes0
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Restoring force model of steel‐recycled concrete composite frame with infilled recycled block wall0
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Effect of aspect ratio on the aerodynamic performance and correlation of square section building exposed to twisted wind profile0
An improved Chinese load code method for the evaluation of wind‐induced base shear force on base‐isolated buildings0
Optimal parameters for tall buildings with a single viscously damped outrigger considering earthquake and wind loads0
Static test and theoretical study on semirigid pin joint for modular steel reticulated shell0
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 performance evaluation of reinforced concrete hilly buildings under sequence of earthquakes0
Study on the influence of non‐load effects during the whole process of construction of setback super‐tall structures0
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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
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Seismic analysis and connection optimization of the side column on modular prefabricated four‐sided connected composite shear wall0
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Analysis of wind vibration characteristics of a slab‐type high‐rise residential building0
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