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 2021-11-01 to 2025-11-01.)

Article	Citations
	33
	24
An Efficient Stiffness Demand‐Based Section Optimization Strategy for Aseismic Super High‐Rise Frame Core‐Tube Structures Using General Flexure‐Shear Coupling Model	19
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns	18
Inverse Eigenmode Modeling and Multiscale Seismic Analysis of Irregular Frame Structure by Shear Spring–Multifloor Mass System	17
Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems	16
Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete	15
Issue Information	15
Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes	15
Issue Information	14
Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections	13
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars	13
Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings	11
Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams	11
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures	9
Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria	9
Performance‐Based Plastic Design (PBPD) and Collapse Prediction of RC Dual Special Moment Frame‐Structural Wall System	8
Nonlinear Numerical Analysis and Parametric Investigation of a Novel Outsourcing Ribbed Joint	8
Shear Performance of the GFRP Bolt Interface Between the GFRP Profile and UHPC/Concrete Slabs	8
Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India	7
Issue Information	7
Probabilistic Multi‐Hazard Fragility Analysis of High‐Rise Concrete Structures Under the Combined Effects of Earthquake and Wind Loads	7
Novel Solutions for Wind‐Induced Random Responses of High‐Rise Structures With Parallel‐Tuned Inerter Mass System	7
	7
Study of Acceleration Demands and Floor Spectra Based on High Amplitude Instrumented Building Records	7

Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design	7
	7
Basement structural design innovation of China International Silk Road Center	7
Lateral Force Resistance of Full‐Scale Internally Stiffened Double Steel Plate Shear Wall Connected on Both Sides	6
	6
Life‐cycle cost‐oriented multiobjective optimization of composite frames considering the slab effect	6
	6
	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
Issue Information	6
	6
Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes	6
	6
Study on the shear concentration in high‐rise buildings with transfer structure and its effects on seismic performance	6
Issue Information	5
Building pose detection for the characterization of reinforced concrete buildings	5
	5
Experimental study and numerical simulation of all‐steel buckling‐restrained brace with distributed inspection windows	5
Simulation and Deformation Analysis of Construction Process of Large Eccentric Frame‐Core Tube Structure	5
Seismic Performance Assessment of Insulated and Conventional Cross‐Arms Transmission Tower‐Line System	5
	5
Issue Information	5
Identification of Full‐Field Wind Loads on Buildings Using Displacement Measurements and Smoothing Kalman Filter Under Unknown Input Without Direct Feedthrough	5
An Improved Bouc–Wen Model for High‐Damping Rubber Bearings Incorporating Large‐Strain Behavior: Development, Validation, and Comparative Analysis	5
	5
Seismic control of tall buildings using vertically distributed multiple tuned mass dampers	4
Structural Stressing State Characteristics for Unbonded Prestressed Concrete Continuous Slabs Under Different Fire Conditions	4
Double Low‐Yield‐Point Steel Corrugated Plates as an Innovative Damper to Improve the Behavior of CBF Braces	4
Comparative study on overall and local static performance of steel open‐web girders	4
Moment–rotation curve characteristics and initial rotational stiffness calculation method of angle connections	4
	4
Assessing the Nonlinear Behavior of Novel Steel Octagonal Yielding Dampers Under Lateral Loads	4
Performance‐based plastic design and seismic performance evaluation of twisted diagrids with shear links	4
	4
Issue Information	4
Seismic behavior of reduced beam section joints considering concrete floor effect	4
Flexural design curves of steel plate I‐girders at elevated temperatures: I‐girders with yield or local buckling failure mode	4
Behavior of Bolted and Plated Steel Dampers Used on Steel Cross Members Applied in RCF	4
	4
Issue Information	4
Issue Information	4
Review of Cold‐Formed Steel Z‐Section Beams: Design Approaches and Performance Analysis	4
Horizontal deformation and construction analysis of frame–eccentrical core tube structure	4
Experimental and numerical study on eccentric compression performance of partially encased composite columns with corrugated web	4
Robustness Evaluation and Hꝏ‐Based Hybrid Control of Building Structures Considering Parametric Uncertainties	4
Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs	4
Issue Information	4
Enhancing CFST Column Performance With Nanomaterials: Optimization and Predictive Modeling Using HSWO and CSGNN	4
Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members	3

	3
Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel	3
Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers	3
	3
Issue Information	3
A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces	3
Study of the flexural performance and a novel calculation formula for the degree of composite action for precast concrete sandwich panels	3
Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed	3
Enhancing Concrete's Structural Integrity: A Novel Approach for Predicting the Mechanical Properties of Glass Wool Fiber Reinforced Concrete	3
Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm	3
Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion	3
Behavior of Precast RC Columns With Embedded Steel Tube‐Endplate Bolt Connections Under Low Cyclic Reversed Loading	3
Robust structural control of a real high‐rise tower equipped with a hybrid mass damper	3
Issue Information	3
Experimental Investigation on the Thermal Performance of Wall Panels With Nano‐Enhanced Phase Change Materials	3
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis	3
Modal identification of non‐classically damped structures using generalized sparse component analysis	3
Numerical Analysis of Crack Resistance in Superlength Circular RC Structures: A Case Study of a Stadium Building	3
CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field	3
	3
Experimental Study on the Seismic Behavior of Prefabricated Shear Walls Connected by Double‐Pipe Reinforcing Bar Connectors	3
A New Set of Wind Response Modification Factors for U Plan–Shaped Building Under Nonstationary Stochastic Wind	3
	3
	3
Multi‐indicator evaluation method of important members of truss string structures	3
	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
Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis	3
Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams	3
	3
	2
Uncertainty in the dynamic properties of tall buildings and propagation to the wind‐induced response	2
	2
Issue Information	2
Structural flexibility identification from impact test data through a subband estimation method	2
Numerical study on structural performance of corrugated steel plate shear wall with different yield points steel	2
Issue Information	2
Multi‐level enhancement of structural behavior of bracing systems with coupling beams at floor level	2
Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines	2
Issue Information	2
Issue Information	2
In‐plane stability and shear deformation analysis of the H‐beam hollow arch	2
Efficiency of the slime mold algorithm for damage detection of large‐scale structures	2
A preliminary design tool for volumetric buildings	2
Seismic Performance of an Innovative Rocking Frame Structure With Spring Support Connections	2
	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
Influence of ground motion characteristics on the heating effect of lead‐rubber bearings in base‐isolated structures	2
Nonlinear Dynamic Analysis Using the Force Analogy Method and the Ibarra–Medina–Krawinkler Model	2
Unsupervised structural damage identification based on covariance matrix and deep clustering	2
Issue Information	2
Effect of concrete edge distance on the hysteretic response of roof joint	2
A novel damped braced tube system for tall buildings in high seismic zones	2
Issue Information	2
Vision‐based robust missing and loosened bolt detection for splice plate joints	2
Fundamental Period of Steel Moment‐Resisting Frames Infilled With Concrete Sandwich Panels	2
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures	2
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning	2
	2
Enhancing the seismic performance of building structures equipped with composite braces in mega bracing configuration	2
A metaheuristic‐based method for analysis of tensegrity structures	2
Seismic Damage Identification Using a Combination of Mixture of Gaussian and Harris Hawks Optimization	2
Analysis of seismic damage and seismic capacity of the structure of the ultrahigh pagoda	2
Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers	2
Issue Information	2
The inter‐history iteration method for seismic response analysis of seismically isolated structures and its secondary development based on ABAQUS	2
Shape optimization of tall buildings cross‐section: Balancing profit and aeroelastic performance	2
Issue Information	2
	2
Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework	2