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 2022-05-01 to 2026-05-01.)
ArticleCitations
41
19
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 System18
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 tubes15
Issue Information12
Issue Information12
Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams12
Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings10
Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete9
Shear Performance of the GFRP Bolt Interface Between the GFRP Profile and UHPC/Concrete Slabs9
Nonlinear Numerical Analysis and Parametric Investigation of a Novel Outsourcing Ribbed Joint9
Performance‐Based Plastic Design (PBPD) and Collapse Prediction of RC Dual Special Moment Frame‐Structural Wall System9
Shaking Table Test Study on Equivalent Model of Large Stadium Structure Incorporating Supplemental Viscous Damping Walls8
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars8
Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections8
Using Incremental Learning With Rehearsal to Enhance Global Collapse Prediction Machine Learning Models Across Diverse Steel Building Datasets8
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns8
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures8
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
7
Study of Acceleration Demands and Floor Spectra Based on High Amplitude Instrumented Building Records7
Correction to “Research on Simulation Analysis of Major Safety Risks and Control Countermeasures in Chemical Parks”7
Issue Information7
7
Novel Solutions for Wind‐Induced Random Responses of High‐Rise Structures With Parallel‐Tuned Inerter Mass System7
Performance Enhancement of the Combined Outrigger and Negative Stiffness Damped Substructure System: Experimental Investigation and Demand‐Oriented Optimization6
6
Lateral Force Resistance of Full‐Scale Internally Stiffened Double Steel Plate Shear Wall Connected on Both Sides6
Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design6
6
5
5
5
Life‐cycle cost‐oriented multiobjective optimization of composite frames considering the slab effect5
Building pose detection for the characterization of reinforced concrete buildings5
5
Seismic Performance Assessment of Insulated and Conventional Cross‐Arms Transmission Tower‐Line System5
Perspective Correction and Deep Learning‐Based Crack Detection for Concrete Structures5
5
Simulation and Deformation Analysis of Construction Process of Large Eccentric Frame‐Core Tube Structure5
Identification of Full‐Field Wind Loads on Buildings Using Displacement Measurements and Smoothing Kalman Filter Under Unknown Input Without Direct Feedthrough5
5
Issue Information5
Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes5
5
Flexural Performance of Sustainably Composite‐Stiffened Cold‐Formed Steel Built‐Up Beams With Rectangular Compression Flanges5
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 girders4
Horizontal deformation and construction analysis of frame–eccentrical core tube structure4
A New Set of Wind Response Modification Factors for U Plan–Shaped Building Under Nonstationary Stochastic Wind4
Numerical Analysis of Crack Resistance in Superlength Circular RC Structures: A Case Study of a Stadium Building4
Enhancing Concrete's Structural Integrity: A Novel Approach for Predicting the Mechanical Properties of Glass Wool Fiber Reinforced Concrete4
4
Experimental and Finite Element Analysis of the Built‐Up Hot‐Rolled Channel Steel Beams4
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
Flexural design curves of steel plate I‐girders at elevated temperatures: I‐girders with yield or local buckling failure mode4
Issue Information4
4
Issue Information4
Assessing the Nonlinear Behavior of Novel Steel Octagonal Yielding Dampers Under Lateral Loads4
Issue Information4
Behavior of Bolted and Plated Steel Dampers Used on Steel Cross Members Applied in RCF4
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
Issue Information4
4
Seismic control of tall buildings using vertically distributed multiple tuned mass dampers4
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
Flexural Behavior of Steel Fiber–Reinforced Alkali‐Activated Lightweight Aggregate Concrete Superposed Beams: Experimental and Theoretical Study4
Robustness Evaluation and Hꝏ‐Based Hybrid Control of Building Structures Considering Parametric Uncertainties4
Seismic behavior of reduced beam section joints considering concrete floor effect4
Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel3
3
3
3
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning3
Modal identification of non‐classically damped structures using generalized sparse component analysis3
CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field3
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
Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed3
3
3
Performance‐based plastic design and seismic performance evaluation of twisted diagrids with shear links3
3
Development of a Hybrid Posttensioning and Integrated Shear Connector Mechanism for Enhancing the Structural Performance of Composite Fiber Deck–Concrete Systems3
Subsystem‐Based Analytical Expressions for the Dynamic and Stability Analysis of Uniform One‐Bay Coupled Shear Walls Using the Three‐Field CTB Beam3
Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers3
Issue Information3
Study of the flexural performance and a novel calculation formula for the degree of composite action for precast concrete sandwich panels3
Multi‐indicator evaluation method of important members of truss string structures3
3
Design Optimization of the Flexural Behavior of a Novel UHPC–ECC–RC Composite Sandwich Panel3
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
Advanced Finite Element Modeling of Cold‐Formed Steel Profiles in Bending: A Detailed Study on Flexural Strength and Structural Performance3
3
Behavior of Precast RC Columns With Embedded Steel Tube‐Endplate Bolt Connections Under Low Cyclic Reversed Loading3
3
A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces3
Prediction of Cold‐Formed Steel Channel Section With Close‐to‐Close and Back‐to‐Back Arrangement Under Axial Compression3
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
Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams3
Experimental Investigation on the Thermal Performance of Wall Panels With Nano‐Enhanced Phase Change Materials3
2
Uncertainty in the dynamic properties of tall buildings and propagation to the wind‐induced response2
An Innovative Metallic Damper Directly Connected to CBF's Diagonal Member, a Comparative Experimental Study2
Shape optimization of tall buildings cross‐section: Balancing profit and aeroelastic performance2
Unsupervised structural damage identification based on covariance matrix and deep clustering2
Seismic Performance and Collaborative Decoupling of Decoupled Hybrid Frame‐Shear Wall Systems for Resilient Industrial Structures2
Issue Information2
Multi‐level enhancement of structural behavior of bracing systems with coupling beams at floor level2
Issue Information2
Issue Information2
Vision‐based robust missing and loosened bolt detection for splice plate joints2
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
Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm2
Issue Information2
Intelligent crack identification method for high‐rise buildings aided by synthetic environments2
Issue Information2
Modeling of Nonlinear Hysteresis in Lead Rubber Bearings With Data‐Driven Shape Parameter Identification2
Issue Information2
Influence of ground motion characteristics on the heating effect of lead‐rubber bearings in base‐isolated structures2
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
Issue Information2
Effect of concrete edge distance on the hysteretic response of roof joint2
Issue Information2
In‐plane stability and shear deformation analysis of the H‐beam hollow arch2
Seismic Damage Identification Using a Combination of Mixture of Gaussian and Harris Hawks Optimization2
Issue Information2
A preliminary design tool for volumetric buildings2
Experimental Study on the Seismic Behavior of Prefabricated Shear Walls Connected by Double‐Pipe Reinforcing Bar Connectors2
2
2
Punching Shear Strength Estimation of FRP‐Strengthened RCC Slabs Using Hybrid Deep Learning and Meta‐Heuristic Optimization Approach2
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
Enhancing Mechanical and Thermal Properties of Lightweight Mortar With Synthetic Fibers: A Comprehensive Study2
Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines2
Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers2
A metaheuristic‐based method for analysis of tensegrity structures2
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
Analysis of seismic damage and seismic capacity of the structure of the ultrahigh pagoda2
Fundamental Period of Steel Moment‐Resisting Frames Infilled With Concrete Sandwich Panels2
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
Seismic Performance of an Innovative Rocking Frame Structure With Spring Support Connections2
Structural flexibility identification from impact test data through a subband estimation method2
0.1114399433136