OOIR: Observatory of International Research

Papers

(The TQCC of Structural Design of Tall and Special Buildings is 3. 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 2020-04-01 to 2024-04-01.)

Article	Citations
Optimal design and seismic performance of Multi‐Tuned Mass Damper Inerter (MTMDI) applied to adjacent high‐rise buildings	74
Study on adaptive‐passive eddy current pendulum tuned mass damper for wind‐induced vibration control	71
Influence of seismic incident angle on response uncertainty and structural performance of tall asymmetric structure	61
Multiverse optimizer for structural damage detection: Numerical study and experimental validation	40
Optimal design of real‐size building structures using quantum‐behaved developed swarm optimizer	34
Simultaneous size and topology optimization of 3D outrigger‐braced tall buildings with inclined belt truss using genetic algorithm	30
Experimental and numerical study of unbonded post‐tensioned precast concrete connections with controllable post‐decompression stiffness	24
Robustness analysis of vertical resistance to progressive collapse of diagrid structures in tall buildings	22
Seismic design of outrigger systems using equivalent energy design procedure	21
Structural design of high‐rise buildings using steel‐framed modules: A case study in Hong Kong	21
Extension of direct displacement‐based design for quantifying higher mode effects on controlled rocking steel cores	20
Base isolation of buildings for subway‐induced environmental vibration: Field experiments and a semi‐analytical prediction model	15
Field measurements and wind tunnel experimental investigations of wind effects on Guangzhou West Tower	15
Dual‐steel frame consisting of moment‐resisting frame and shape memory alloy braces subjected to near‐field earthquakes	13
A discontinuous cantilever beam analogy for quantifying higher mode demands in stacked rocking cores	13
Dynamic characteristics and viscous dampers design for pile‐soil‐structure system	13
Multihazard fragility assessment of steel‐concrete composite frame structures with buckling‐restrained braces subjected to combined earthquake and wind	13
Investigations on train‐induced vibration and vibration control of an over‐track building using thick‐layer rubber bearings	12
Self‐centering steel–timber hybrid shear wall with slip friction dampers: Theoretical analysis and experimental investigation	12
A metaheuristic‐based optimum tuning approach for tuned liquid dampers for structures	12
Dynamic response evaluation on TMD and main tower of Shanghai Tower subjected to Typhoon In‐Fa	11
Efficient seismic risk assessment of irregular steel‐framed buildings through endurance time analysis of consistent fish‐bone model	11
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures	10
Seismic performance of precast concrete wall with vertical energy‐dissipating connection	10
Automated topology design of high‐rise diagrid buildings by genetic algorithm optimization	10

Optimum seismic design of steel framed‐tube and tube‐in‐tube tall buildings	10
Hybrid simulation of a tall building with a double‐decker tuned sloshing damper system under wind loads	10
Seismic performance of high‐strength steel framed‐tube structures with web‐bolted double‐channel shear links	9
Quantitative evaluation and improvement of seismic resilience of a tall frame shear wall structure	9
Finite element analysis of rectangular and flanged steel‐concrete shear walls under cyclic loading	9
An integrated topology optimization framework for three‐dimensional domains using shell elements	9
Behavior and design of reinforced concrete frames retrofitted with steel bracing against progressive collapse	9
Experimental study on shear behavior of two‐way hollow core precast panel shear wall with vertical connection	8
Comfort assessment of high‐rise timber buildings exposed to wind‐induced vibrations	8
Efficiency of the slime mold algorithm for damage detection of large‐scale structures	8
Experimental and numerical investigation of vertical through‐plate for concrete‐filled steel tube column to H‐beam connections	8
Cross‐level fragility analysis of modularized suspended buildings based on experimentally validated numerical models	8
Energy‐based time equivalent approach for evaluating the fire resistance of timber components exposed to realistic design fire curves	8
Comparison of the seismic‐resilient design of seismically isolated reinforced concrete frame structures using two codes	8
Nonlinear inelastic simulation of high‐rise buildings with innovative composite coupling shear walls and CFST columns	8
A variable gain state‐feedback technique for an AMD control system with stroke limit and its application to a high‐rise building	8
Robustness of multistory corner‐supported modular steel frames against progressive collapse	8
A posttensioned rocking infill wall–frame system for multistory precast concrete buildings	8
Development of an innovative metallic damper for concentrically braced frame systems based on experimental and analytical studies	7
Experimental study on seismic performance of precast hollow shear walls	7
Experimental study on seismic performance of steel‐reinforced recycled concrete frame with infill wall	7
Study of a new type of self‐centering beam‐column joint in steel frame structures	7
Lateral stiffness and preliminary design methodology of twisted diagrid tube structures	7
Seismic behavior of superimposed reinforced concrete shear walls with X‐shaped steel plate bracings under different axial load ratios	7
Vertical deformation analysis of a high‐rise building with high‐position connections	7
Robust structural control of a real high‐rise tower equipped with a hybrid mass damper	7
Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion	7
Optimization of alongwind and crosswind force coefficients on a tall building with horizontal limbs using surrogate modeling	7
Working mechanism evaluations and simplified models of corner bracket type inter‐module connections	6
Comparison of seismic behavior of the eccentric and conventional diagrid systems	6
Fire response of steel connections using gene expression programming and finite element method	6
Experimental and numerical studies on multiple response optimization‐based control using iterative techniques for magnetorheological damper‐controlled structure	6
Life‐cycle cost optimization of wind‐excited tall buildings using surrogate models	6
Evaluation of plasticity‐based concrete constitutive models under monotonic and cyclic loadings	6
Structural investigation of the collapse of the 16‐story Plasco building due to fire	6
Integrated optimal wind‐resistant design of super‐tall structures with toggle‐brace damper systems	6
Seismic analysis of a reinforced concrete building isolated by high damping rubber bearings using deformation history integral type model	6
Optimum design for unbonded posttensioned precast concrete frames with damping	6
Seismic performances of a structure equipped with a large mass ratio multiple tuned mass damper	6
Experimental cyclic performance of steel shear walls with single rectangular opening	6
Generation of eco‐friendly design for post‐tensioned axially symmetric reinforced concrete cylindrical walls by minimizing of CO₂ emission	5
Mass irregularity effect on seismic response of moment‐resisting steel frame by nonlinear time history analysis using force analogy method	5
Experiment of torsional response induced by the Q–delta resonance	5
Seismic performance of precast shear wall–slab joint with and without outer longitudinal reinforcement	5
Optimal application of fluid viscous dampers in tall buildings incorporating integrated damping systems	5
A study of differential foundation settlement of piled raft and its effect on the long‐term vertical shortening of super‐tall buildings	5
Shaking table model test of a mega‐frame with a vibration control substructure	5
Simplified procedures for seismic design verification and evaluation of lead rubber bearing base‐isolated buildings based on free‐vibration response	5
Pre‐reinforcing the mortise‐tenon joints with near‐surface‐mounted glued‐in rods	5
Vulnerability assessment of a high‐rise building subjected to mainshock–aftershock sequences	5

Analytic expression of additional damping ratio based on Bouc–Wen model and performance evaluation	5
Response control analysis of a new mega‐subcontrolled structural system (MSCSS) under seismic excitation	5
A novel damped braced tube system for tall buildings in high seismic zones	5
Comparative study on the effect of outrigger on seismic response of tall buildings with braced and RC wall core. I: Optimum level and examining modal response spectrum analysis reliability	5
Mechanical performance test and finite element analysis of prefabricated utility tunnel L‐shaped joint	5
Predicting acceleration response of super‐tall buildings by support vector regression	4
Monitor wind characteristics and wind‐induced responses of a skyscraper during two typhoons	4
Machine vision‐based automated earthquake‐induced drift ratio quantification for reinforced concrete columns	4
Seismic behavior of flanged reinforced concrete shear walls with high‐strength stirrup under cyclic loading	4
Seismic behavior and damage assessment of concrete‐filled steel tube columns in diagrid structures	4
Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members	4
Seismic loss optimum design of steel structures using learning‐based charged system search	4
Morphogenesis of a bundled tall building: Biomimetic, structural, and wind‐energy design of a multi‐core‐outrigger system combined with diagrid	4
Prediction of the seismic behavior of concrete beams strengthened with aluminum alloy bars and/or basalt fiber‐reinforced polymer bars	4
Effect of tuned mass damper in wind‐induced response of “V” plan‐shaped tall building	4
Seismic damage assessment of a supertall tubed mega frame structure based on a simplified finite element model	4
Application of artificial neural network for predicting dynamic along‐wind response of tall buildings	4
Upgraded parameter model of frame pin‐supported wall structures	4
Implementation of real‐time hybrid simulation based on GPU computing	4
Comparative study on the effect of outrigger on seismic response of tall buildings with braced and Wall Core. II: Determining seismic design parameters	4
Behavior of new types of flange connectors of precast double‐tees	4
Experimental study on the seismic behavior of large‐size square and rectangular steel reinforced concrete columns with high and normal strength concrete	4
Behavior of steel‐fiber‐reinforced concrete‐filled square steel tube stub columns under eccentric compression	3
Designing gusset plates of chevron‐SCBFs through a new method	3
Acceleration‐based effective damping ratio of tuned mass damper under seismic excitations	3
Dynamic analysis and optimization of a wind turbine tower subject to wind and earthquake loads	3
A two‐stage structural optimization‐based design procedure of structural systems	3
Coordinative similitude method considering overturning effect for scale model testing of structures with rubber bearings	3
Simplified seismic axial collapse capacity prediction model for moderately compressed reinforced concrete shear walls adjacent to transfer structure in tall buildings	3
Feasibility of using self‐sensing component and response prediction model for rotation monitoring of shear wall structures	3
Fast modeling of lightweight glubam frame structures based on connection test information	3
Comparison of wind‐induced dynamic property of super‐large cooling tower considering different four‐tower interferences	3
Resiliency and post‐earthquake realignment	3
Decoupling the strength and drift criteria in steel moment‐resisting frames	3
An innovative infill wall utilizing light expanded clay aggregate: An experimental and numerical study	3
Optimal parameters for tall buildings with a single viscously damped outrigger considering earthquake and wind loads	3
Structural performance of superframed conjoined towers	3
Lateral force distribution in the inelastic state for seismic design of high‐strength steel framed‐tube structures with shear links	3
Pendulum vibration absorber with a nonlinear viscous damping mechanism	3
Vibration analysis of third generation nuclear power plant considering soil‐structure‐interaction effect under the impact of large commercial aircraft	3
Simplified design procedure for nonconventional multiple tuned mass damper and experimental validation	3
Three‐dimensional coupled wind‐induced vibration calculation method for super high‐rise buildings based on high‐frequency force balance technology	3
Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India	3
Seismic performance of precast posttensioned concrete frame under low reversed cyclic loading	3
Seismic performance of suspended‐floor structures with viscous dampers considering acceptable interstory drift	3
Seismic performance assessment of steel frames with shape‐memory alloy wire‐based dampers	3
Optimal design of 3D special steel buckling‐restrained braced structures	3
Higher‐mode buckling and friction in long and large‐scale buckling‐restrained braces	3
Numerical analysis on mechanical behavior of steel‐concrete composite beams under fire	3