OOIR: Observatory of International Research

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 2022-08-01 to 2026-08-01.)

Article	Citations
	21
An Efficient Stiffness Demand‐Based Section Optimization Strategy for Aseismic Super High‐Rise Frame Core‐Tube Structures Using General Flexure‐Shear Coupling Model	18
Inverse Eigenmode Modeling and Multiscale Seismic Analysis of Irregular Frame Structure by Shear Spring–Multifloor Mass System	16
Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems	15
Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes	13
Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams	11
Issue Information	11
Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings	11
Issue Information	11
Performance‐Based Plastic Design (PBPD) and Collapse Prediction of RC Dual Special Moment Frame‐Structural Wall System	10
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns	9
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures	9
Nonlinear Numerical Analysis and Parametric Investigation of a Novel Outsourcing Ribbed Joint	9
Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections	9
Shaking Table Test Study on Equivalent Model of Large Stadium Structure Incorporating Supplemental Viscous Damping Walls	9
Study of Acceleration Demands and Floor Spectra Based on High Amplitude Instrumented Building Records	8
Using Incremental Learning With Rehearsal to Enhance Global Collapse Prediction Machine Learning Models Across Diverse Steel Building Datasets	8
Basement structural design innovation of China International Silk Road Center	8
	8
Seismic Performance of Defective Reinforced Concrete Columns With Replacement Strengthening Using Cementitious Grouting Material	8
Issue Information	8
Shear Performance of the GFRP Bolt Interface Between the GFRP Profile and UHPC/Concrete Slabs	8
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars	8
Correction to “Research on Simulation Analysis of Major Safety Risks and Control Countermeasures in Chemical Parks”	7
	7

Novel Solutions for Wind‐Induced Random Responses of High‐Rise Structures With Parallel‐Tuned Inerter Mass System	7
	7
Lateral Force Resistance of Full‐Scale Internally Stiffened Double Steel Plate Shear Wall Connected on Both Sides	6
	6
Probabilistic Multi‐Hazard Fragility Analysis of High‐Rise Concrete Structures Under the Combined Effects of Earthquake and Wind Loads	6
Performance Enhancement of the Combined Outrigger and Negative Stiffness Damped Substructure System: Experimental Investigation and Demand‐Oriented Optimization	6
Perspective Correction and Deep Learning‐Based Crack Detection for Concrete Structures	6
	6
Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design	6
Issue Information	5
Simulation and Deformation Analysis of Construction Process of Large Eccentric Frame‐Core Tube Structure	5
Flexural design curves of steel plate I‐girders at elevated temperatures: I‐girders with yield or local buckling failure mode	5
Seismic behavior of reduced beam section joints considering concrete floor effect	5
Structural Stressing State Characteristics for Unbonded Prestressed Concrete Continuous Slabs Under Different Fire Conditions	5
Identification of Full‐Field Wind Loads on Buildings Using Displacement Measurements and Smoothing Kalman Filter Under Unknown Input Without Direct Feedthrough	5
Seismic Performance Assessment of Insulated and Conventional Cross‐Arms Transmission Tower‐Line System	5
Life‐cycle cost‐oriented multiobjective optimization of composite frames considering the slab effect	5
	5
	5
Double Low‐Yield‐Point Steel Corrugated Plates as an Innovative Damper to Improve the Behavior of CBF Braces	5
Review of Cold‐Formed Steel Z‐Section Beams: Design Approaches and Performance Analysis	5
Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes	5
	5
An Improved Bouc–Wen Model for High‐Damping Rubber Bearings Incorporating Large‐Strain Behavior: Development, Validation, and Comparative Analysis	5
Comparative study on overall and local static performance of steel open‐web girders	5
Experimental and numerical study on eccentric compression performance of partially encased composite columns with corrugated web	5
Issue Information	5
	5
Flexural Performance of Sustainably Composite‐Stiffened Cold‐Formed Steel Built‐Up Beams With Rectangular Compression Flanges	5
Building pose detection for the characterization of reinforced concrete buildings	5
Issue Information	4
Behavior of Bolted and Plated Steel Dampers Used on Steel Cross Members Applied in RCF	4
Enhancing CFST Column Performance With Nanomaterials: Optimization and Predictive Modeling Using HSWO and CSGNN	4
Objective Conversion‐Based Multiobjective Evolutionary Algorithm for Optimal Design of Braced Steel Frame Structures	4
A New Set of Wind Response Modification Factors for U Plan–Shaped Building Under Nonstationary Stochastic Wind	4
	4
CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field	4
Issue Information	4
	4
Experimental and Finite Element Analysis of the Built‐Up Hot‐Rolled Channel Steel Beams	4
Flexural Behavior of Steel Fiber–Reinforced Alkali‐Activated Lightweight Aggregate Concrete Superposed Beams: Experimental and Theoretical Study	4
Enhancing Concrete's Structural Integrity: A Novel Approach for Predicting the Mechanical Properties of Glass Wool Fiber Reinforced Concrete	4
Seismic control of tall buildings using vertically distributed multiple tuned mass dampers	4
	4
Numerical Analysis of Crack Resistance in Superlength Circular RC Structures: A Case Study of a Stadium Building	4
Assessing the Nonlinear Behavior of Novel Steel Octagonal Yielding Dampers Under Lateral Loads	4
	4
Robustness Evaluation and Hꝏ‐Based Hybrid Control of Building Structures Considering Parametric Uncertainties	4
Issue Information	4
Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel	4

Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs	4
	4
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning	3
	3
Experimental Study on the Seismic Behavior of Prefabricated Shear Walls Connected by Double‐Pipe Reinforcing Bar Connectors	3
Modal identification of non‐classically damped structures using generalized sparse component analysis	3
Advanced Finite Element Modeling of Cold‐Formed Steel Profiles in Bending: A Detailed Study on Flexural Strength and Structural Performance	3
Prediction of Cold‐Formed Steel Channel Section With Close‐to‐Close and Back‐to‐Back Arrangement Under Axial Compression	3
Study of the flexural performance and a novel calculation formula for the degree of composite action for precast concrete sandwich panels	3
Issue Information	3
Efficient SMA–Steel Bar Mechanical Connection for Seismic‐Resilient Structures: Experimental Evaluation	3
Experimental Cyclic Evaluation of Exterior RC Beam‐Column Joints With Inadequate Beam Shear Resistance and Short Lap Splices in Columns: Comparison With Seismically Designed Joints	3
Dynamic Calculation and Seismic Response Analysis of Inclined Masonry Towers: A Nonlinear Finite Element Approach	3
Issue Information	3
	3
In‐plane stability and shear deformation analysis of the H‐beam hollow arch	3
	3
Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers	3
Issue Information	3
	3
Special Braced Stairs in Tall Buildings: New Structural Design for Column Failure Prevention	3
Experimental Investigation on the Thermal Performance of Wall Panels With Nano‐Enhanced Phase Change Materials	3
Design Optimization of the Flexural Behavior of a Novel UHPC–ECC–RC Composite Sandwich Panel	3
Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework	3
	3
Subsystem‐Based Analytical Expressions for the Dynamic and Stability Analysis of Uniform One‐Bay Coupled Shear Walls Using the Three‐Field CTB Beam	3
Issue Information	3
Issue Information	3
Behavior of Precast RC Columns With Embedded Steel Tube‐Endplate Bolt Connections Under Low Cyclic Reversed Loading	3
Experimental Study on Long‐Term Performance of Postinstalled Reinforcing Bars	3
A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces	3
	3
Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed	3
	3
Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams	3
Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis	3
Multi‐indicator evaluation method of important members of truss string structures	3
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis	3
Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm	3
Effect of concrete edge distance on the hysteretic response of roof joint	3
Development of a Hybrid Posttensioning and Integrated Shear Connector Mechanism for Enhancing the Structural Performance of Composite Fiber Deck–Concrete Systems	3
Shape optimization of tall buildings cross‐section: Balancing profit and aeroelastic performance	2
Seismic Damage Identification Using a Combination of Mixture of Gaussian and Harris Hawks Optimization	2
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 tubes	2
A metaheuristic‐based method for analysis of tensegrity structures	2
Seismic Performance and Collaborative Decoupling of Decoupled Hybrid Frame‐Shear Wall Systems for Resilient Industrial Structures	2
Evaluation of Seismic Parameters for High‐Strength Steel Frame‐Tube Structure With Double‐Channel Shear Link	2
Unsupervised structural damage identification based on covariance matrix and deep clustering	2
Numerical study on structural performance of corrugated steel plate shear wall with different yield points steel	2
Enhancing Mechanical and Thermal Properties of Lightweight Mortar With Synthetic Fibers: A Comprehensive Study	2
Issue Information	2
Vision‐based robust missing and loosened bolt detection for splice plate joints	2
Intelligent crack identification method for high‐rise buildings aided by synthetic environments	2
Uncertainty in the dynamic properties of tall buildings and propagation to the wind‐induced response	2
Structural flexibility identification from impact test data through a subband estimation method	2
The inter‐history iteration method for seismic response analysis of seismically isolated structures and its secondary development based on ABAQUS	2
Punching Shear Strength Estimation of FRP‐Strengthened RCC Slabs Using Hybrid Deep Learning and Meta‐Heuristic Optimization Approach	2
An Innovative Metallic Damper Directly Connected to CBF's Diagonal Member, a Comparative Experimental Study	2
Seismic Performance of an Innovative Rocking Frame Structure With Spring Support Connections	2
Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers	2
Issue Information	2
Issue Information	2
Analysis of the Effectiveness of Base Isolation Technique Using Lead Rubber Bearings on Structural Vibration Responses of Tall Buildings Under Earthquakes	2
Influence of ground motion characteristics on the heating effect of lead‐rubber bearings in base‐isolated structures	2
Issue Information	2
Nonlinear Dynamic Analysis Using the Force Analogy Method and the Ibarra–Medina–Krawinkler Model	2
Issue Information	2
	2
Multi‐level enhancement of structural behavior of bracing systems with coupling beams at floor level	2
Fundamental Period of Steel Moment‐Resisting Frames Infilled With Concrete Sandwich Panels	2
Modeling of Nonlinear Hysteresis in Lead Rubber Bearings With Data‐Driven Shape Parameter Identification	2
Analysis of seismic damage and seismic capacity of the structure of the ultrahigh pagoda	2
	2
Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines	2