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 2020-11-01 to 2024-11-01.)
ArticleCitations
Experimental and numerical study of unbonded post‐tensioned precast concrete connections with controllable post‐decompression stiffness25
Investigations on train‐induced vibration and vibration control of an over‐track building using thick‐layer rubber bearings18
Efficiency of the slime mold algorithm for damage detection of large‐scale structures18
A discontinuous cantilever beam analogy for quantifying higher mode demands in stacked rocking cores14
A metaheuristic‐based optimum tuning approach for tuned liquid dampers for structures13
Efficient seismic risk assessment of irregular steel‐framed buildings through endurance time analysis of consistent fish‐bone model13
Automated topology design of high‐rise diagrid buildings by genetic algorithm optimization12
Dynamic response evaluation on TMD and main tower of Shanghai Tower subjected to Typhoon In‐Fa12
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures12
Seismic performance of precast concrete wall with vertical energy‐dissipating connection11
Optimization of alongwind and crosswind force coefficients on a tall building with horizontal limbs using surrogate modeling10
Seismic performance of high‐strength steel framed‐tube structures with web‐bolted double‐channel shear links10
Quantitative evaluation and improvement of seismic resilience of a tall frame shear wall structure10
Comfort assessment of high‐rise timber buildings exposed to wind‐induced vibrations10
A posttensioned rocking infill wall–frame system for multistory precast concrete buildings10
Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion9
Finite element analysis of rectangular and flanged steel‐concrete shear walls under cyclic loading9
Experimental and numerical investigation of vertical through‐plate for concrete‐filled steel tube column to H‐beam connections9
Development of an innovative metallic damper for concentrically braced frame systems based on experimental and analytical studies9
Comparison of the seismic‐resilient design of seismically isolated reinforced concrete frame structures using two codes9
An integrated topology optimization framework for three‐dimensional domains using shell elements9
Energy‐based time equivalent approach for evaluating the fire resistance of timber components exposed to realistic design fire curves9
Nonlinear inelastic simulation of high‐rise buildings with innovative composite coupling shear walls and CFST columns9
Comparison of seismic behavior of the eccentric and conventional diagrid systems8
Machine vision‐based automated earthquake‐induced drift ratio quantification for reinforced concrete columns8
Robustness of multistory corner‐supported modular steel frames against progressive collapse8
Seismic behavior of superimposed reinforced concrete shear walls with X‐shaped steel plate bracings under different axial load ratios8
Robust structural control of a real high‐rise tower equipped with a hybrid mass damper8
Optimal design of 3D special steel buckling‐restrained braced structures7
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 reliability7
Implementation of real‐time hybrid simulation based on GPU computing7
A novel damped braced tube system for tall buildings in high seismic zones7
Experimental cyclic performance of steel shear walls with single rectangular opening7
Working mechanism evaluations and simplified models of corner bracket type inter‐module connections7
Experimental study on seismic performance of precast hollow shear walls7
Life‐cycle cost optimization of wind‐excited tall buildings using surrogate models6
Seismic reliability evaluation of a tall concrete‐timber hybrid structural system6
Experimental and numerical studies on multiple response optimization‐based control using iterative techniques for magnetorheological damper‐controlled structure6
Analytic expression of additional damping ratio based on Bouc–Wen model and performance evaluation6
Effect of tuned mass damper in wind‐induced response of “V” plan‐shaped tall building6
Optimal application of fluid viscous dampers in tall buildings incorporating integrated damping systems6
Evaluation of plasticity‐based concrete constitutive models under monotonic and cyclic loadings6
Fire response of steel connections using gene expression programming and finite element method6
Predicting acceleration response of super‐tall buildings by support vector regression5
Generation of eco‐friendly design for post‐tensioned axially symmetric reinforced concrete cylindrical walls by minimizing of CO2 emission5
Simplified design procedure for nonconventional multiple tuned mass damper and experimental validation5
Seismic behavior and damage assessment of concrete‐filled steel tube columns in diagrid structures5
Seismic performance of precast shear wall–slab joint with and without outer longitudinal reinforcement5
A study of differential foundation settlement of piled raft and its effect on the long‐term vertical shortening of super‐tall buildings5
Upgraded parameter model of frame pin‐supported wall structures5
Mass irregularity effect on seismic response of moment‐resisting steel frame by nonlinear time history analysis using force analogy method5
Comparative study on the effect of outrigger on seismic response of tall buildings with braced and Wall Core. II: Determining seismic design parameters5
Behavior of new types of flange connectors of precast double‐tees5
Pre‐reinforcing the mortise‐tenon joints with near‐surface‐mounted glued‐in rods5
Monitor wind characteristics and wind‐induced responses of a skyscraper during two typhoons5
Response control analysis of a new mega‐subcontrolled structural system (MSCSS) under seismic excitation5
Application of artificial neural network for predicting dynamic along‐wind response of tall buildings5
Experiment of torsional response induced by the Q–delta resonance5
Spatiotemporal correlation analysis of the dynamic response of supertall buildings under ambient wind conditions5
Optimal parameters for tall buildings with a single viscously damped outrigger considering earthquake and wind loads5
Seismic loss optimum design of steel structures using learning‐based charged system search4
Morphogenesis of a bundled tall building: Biomimetic, structural, and wind‐energy design of a multi‐core‐outrigger system combined with diagrid4
Seismic behavior of flanged reinforced concrete shear walls with high‐strength stirrup under cyclic loading4
Experimental study on the seismic behavior of large‐size square and rectangular steel reinforced concrete columns with high and normal strength concrete4
Dynamic analysis and optimization of a wind turbine tower subject to wind and earthquake loads4
Effective width estimation of flanged reinforced concrete shear walls4
Behavior of steel‐fiber‐reinforced concrete‐filled square steel tube stub columns under eccentric compression4
Designing gusset plates of chevron‐SCBFs through a new method4
Acceleration‐based effective damping ratio of tuned mass damper under seismic excitations4
Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members4
Experimental evaluation of composite and non‐composite columns and braces in special concentrically braced frames4
Prediction of the seismic behavior of concrete beams strengthened with aluminum alloy bars and/or basalt fiber‐reinforced polymer bars4
Seismic damage assessment of a supertall tubed mega frame structure based on a simplified finite element model4
Effects of Constant Parameters on Optimum Design of Axially Symmetric Cylindrical Reinforced Concrete Walls3
Numerical study on split base plate connection with concentric anchors between steel‐plate composite wall and concrete basemat3
Moment–rotation curve characteristics and initial rotational stiffness calculation method of angle connections3
A new performance‐based seismic design method using endurance time analysis for linked column frame system and a comparison of structural systems and seismic analysis methods3
Residual‐based damage evaluation of RC columns using feature classification and model optimization3
Resiliency and post‐earthquake realignment3
Experimental study of wind pressure fluctuating characteristics and wind load shape factor of long‐span cylinder roof structure3
Seismic performance of suspended‐floor structures with viscous dampers considering acceptable interstory drift3
Correction of direction reduction factors of extreme wind speed considering the Ekman spiral in the wind load estimation of super high‐rise buildings with heights of 400–800 m3
Parametric system identification of large‐scale structure using decoupled synchronized signals3
Bond capacity between H‐shaped steel and recycled concrete under cyclic loading3
Pendulum vibration absorber with a nonlinear viscous damping mechanism3
Shape optimization of tall buildings cross‐section: Balancing profit and aeroelastic performance3
Fast modeling of lightweight glubam frame structures based on connection test information3
Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm3
Shaking table test and seismic behavior of Ningbo Hengda Tower3
Seismic performance of precast posttensioned concrete frame under low reversed cyclic loading3
A two‐stage structural optimization‐based design procedure of structural systems3
Design optimization of low‐damage self‐centering precast concrete frame connections to improve energy dissipation capacity3
Feasibility of using self‐sensing component and response prediction model for rotation monitoring of shear wall structures3
Evaluating ASCE 41‐17 performance‐based provisions on optimally designed steel moment frames3
Numerical analysis on mechanical behavior of steel‐concrete composite beams under fire3
Behavior of vertically irregular structures near mines: Comparison of responses under seismic and mine blast‐induced ground motion3
Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India3
Determining the optimum outrigger locations for steel tall buildings by using time history analyses3
Structural performance of superframed conjoined towers3
Experimental and numerical evaluation of the mechanical characteristics of semi‐rigid saddle connections3
Tensile behavior of cruciform stubs with four bolts per row2
Optimization of beam parameters for coupling beam pile structure foundations under vertical loading2
An analytical investigation into the lateral load response of curved RC shear walls2
Seismic performance evaluation of reinforced concrete hilly buildings under sequence of earthquakes2
Research on vertical deformation and predeformation control of three‐tower connected super high‐rise structure during construction2
A preliminary design tool for volumetric buildings2
Restoring force model of high‐strength concrete‐encased CFST composite columns2
Investigating the performance of stone columns in an extremely soft clay—A case study2
Performance‐based seismic design of the outrigger of a high‐rise overrun building with asymmetric vertical setback in a strong earthquake area2
Shear force demand for headed stud of composite plate shear walls‐concrete encased under cyclic loading2
Seismic behavior of reduced beam section joints considering concrete floor effect2
Component damage‐based seismic fragility analysis of high‐rise building with transfer structure2
Fragility assessment of an outrigger structure system based on energy method2
Shear capacity and lateral stiffness of composite plate shear walls‐concrete encased under cyclic loading2
Seismic damage identification of moment frames based on random forest algorithm and enhanced gray wolf optimization2
Multi‐indicator evaluation method of important members of truss string structures2
Experimental study on mechanical properties of steel and steel fiber reinforced concrete beams2
Peak factor estimation method of non‐Gaussian wind pressures on long‐span tri‐centered cylindrical roof structures2
Design theory and numerical analysis of earthquake‐resilient joint with slotted bolted connection2
Experimental and theoretical analysis for steel CHS K‐shaped joints stiffened with joint plates2
Numerical study on structural performance of corrugated steel plate shear wall with different yield points steel2
An improved derivation and comprehensive understanding of the equivalent static wind loads of high‐rise buildings with structural eccentricities2
Seismic collapse performance of reinforced concrete moment frame structures with plan irregularity2
Study of the unified strength theory for seismic response of frame building on loess considering soil‐structure interaction2
A new approach for the computation of design shear force in reinforced concrete walls subjected to seismic loads2
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