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 2021-05-01 to 2025-05-01.)

Article	Citations
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Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections	16
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures	16
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Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings	14
Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes	13
Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems	13
Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria	13
Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete	12
Shear Performance of the GFRP Bolt Interface Between the GFRP Profile and UHPC/Concrete Slabs	12
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars	12
Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams	11
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns	11
Experimental and numerical studies on multiple response optimization‐based control using iterative techniques for magnetorheological damper‐controlled structure	11
Inverse Eigenmode Modeling and Multiscale Seismic Analysis of Irregular Frame Structure by Shear Spring–Multifloor Mass System	10
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Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes	9
Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design	9
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Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India	8
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Study on the shear concentration in high‐rise buildings with transfer structure and its effects on seismic performance	7
Study of Acceleration Demands and Floor Spectra Based on High Amplitude Instrumented Building Records	7
Restoring force model of high‐strength concrete‐encased CFST composite columns	7
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Probabilistic Multi‐Hazard Fragility Analysis of High‐Rise Concrete Structures Under the Combined Effects of Earthquake and Wind Loads	7
Basement structural design innovation of China International Silk Road Center	7
Life‐cycle cost‐oriented multiobjective optimization of composite frames considering the slab effect	6
Experimental study and numerical simulation of all‐steel buckling‐restrained brace with distributed inspection windows	6
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Identification of Full‐Field Wind Loads on Buildings Using Displacement Measurements and Smoothing Kalman Filter Under Unknown Input Without Direct Feedthrough	6
Simulation and Deformation Analysis of Construction Process of Large Eccentric Frame‐Core Tube Structure	5
Comparative study on overall and local static performance of steel open‐web girders	5
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Seismic Performance Assessment of Insulated and Conventional Cross‐Arms Transmission Tower‐Line System	5
Seismic behavior of reduced beam section joints considering concrete floor effect	5
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Building pose detection for the characterization of reinforced concrete buildings	5
Flexural design curves of steel plate I‐girders at elevated temperatures: I‐girders with yield or local buckling failure mode	5
Behavior of Bolted and Plated Steel Dampers Used on Steel Cross Members Applied in RCF	5
Structural Stressing State Characteristics for Unbonded Prestressed Concrete Continuous Slabs Under Different Fire Conditions	4
Moment–rotation curve characteristics and initial rotational stiffness calculation method of angle connections	4
Review of Cold‐Formed Steel Z‐Section Beams: Design Approaches and Performance Analysis	4
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Double Low‐Yield‐Point Steel Corrugated Plates as an Innovative Damper to Improve the Behavior of CBF Braces	4
Experimental and numerical study on eccentric compression performance of partially encased composite columns with corrugated web	4
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Horizontal deformation and construction analysis of frame–eccentrical core tube structure	4
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Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs	3
CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field	3
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Multi‐indicator evaluation method of important members of truss string structures	3
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Robust structural control of a real high‐rise tower equipped with a hybrid mass damper	3
Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed	3
Performance‐based plastic design and seismic performance evaluation of twisted diagrids with shear links	3
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Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion	3
Study of the flexural performance and a novel calculation formula for the degree of composite action for precast concrete sandwich panels	3
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis	3
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Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams	3

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Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel	3
Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members	3
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Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis	3
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Seismic control of tall buildings using vertically distributed multiple tuned mass dampers	3
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Behavior of vertically irregular structures near mines: Comparison of responses under seismic and mine blast‐induced ground motion	2
A preliminary design tool for volumetric buildings	2
Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework	2
Modal identification of non‐classically damped structures using generalized sparse component analysis	2
Robustness of multistory corner‐supported modular steel frames against progressive collapse	2
Multi‐level enhancement of structural behavior of bracing systems with coupling beams at floor level	2
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures	2
Fundamental Period of Steel Moment‐Resisting Frames Infilled With Concrete Sandwich Panels	2
Analysis of seismic damage and seismic capacity of the structure of the ultrahigh pagoda	2
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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
Unsupervised structural damage identification based on covariance matrix and deep clustering	2
The inter‐history iteration method for seismic response analysis of seismically isolated structures and its secondary development based on ABAQUS	2
Numerical study on split base plate connection with concentric anchors between steel‐plate composite wall and concrete basemat	2
Numerical study on structural performance of corrugated steel plate shear wall with different yield points steel	2
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Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm	2
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning	2
Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers	2
A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces	2
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Effect of concrete edge distance on the hysteretic response of roof joint	2
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Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers	2
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