Structural Design of Tall and Special Buildings

Papers
(The median citation count of Structural Design of Tall and Special Buildings is 0. 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
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
Automated topology design of high‐rise diagrid buildings by genetic algorithm optimization12
Seismic performance of precast concrete wall with vertical energy‐dissipating connection11
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
Optimization of alongwind and crosswind force coefficients on a tall building with horizontal limbs using surrogate modeling10
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
A simple model for nonlinear analysis of steel plate shear wall structural systems1
Inelastic seismic behavior of asymmetric structures with mass and stiffness eccentricity under bidirectional ground motions1
Life‐cycle cost analysis and life‐cycle assessment of the second‐generation benchmark building subject to typhoon wind loads in Hong Kong1
Shaking table test of the shock absorbing performance of a new cable‐damper stopper for coal‐fired thermal power plants1
Improved analytic method for outrigger structures considering floor stiffness1
Data‐driven modeling and prediction on hysteresis behavior of flexure RC columns using deep learning networks1
Effect of load details of the successive explosions on the blast behaviors of reinforced concrete beams1
Application of amplified damped outrigger in seismic design of high‐rise buildings1
Investigation on mechanical behavior of steel angle frame reinforced concrete beams under torsion1
Size effect of circular concrete‐filled stainless steel tubular short columns under axial compression1
Experimental and simulation analysis of thermal behavior of large‐span roof system under solar radiation1
Energy dissipation and damage on the interface of steel and steel fiber‐reinforced concrete composite column1
Computational fluid dynamics and artificial neural network‐based analysis and forecasting of wind effects on obliquely parallel multiple building models using categorical variable encoding1
The behavior of concrete‐encased steel composite column‐beam joints under cyclic loading1
Performance of reinforced concrete columns confined with spiral reinforcement1
Cyclic behavior of full‐scale reinforced high‐strength recycled aggregate concrete columns1
Experiment investigation and seismic performance evaluation of hybrid isolation bearing with uncoupled compression and shear mechanism1
Horizontal deformation and construction analysis of frame–eccentrical core tube structure1
Research advances in fiber‐reinforced concrete‐filled steel tube columns1
Static test and theoretical study on semirigid pin joint for modular steel reticulated shell1
Seismic design and engineering practice of a 10‐story self‐centering precast concrete wall structure1
Research on the interfacial bonding performance of novel composite L‐shaped concrete‐filled steel tubes1
An analytical method to visualize higher mode effects on yielding cantilever walls1
Effect of aspect ratio on the aerodynamic performance and correlation of square section building exposed to twisted wind profile1
In‐plane stability and shear deformation analysis of the H‐beam hollow arch1
Structural damping estimation from live monitoring of a tall modular building1
Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections1
Performance‐based plastic design and seismic performance evaluation of twisted diagrids with shear links1
Staged‐construction analysis of high‐rise buildings: A literature review and future perspectives1
Numerical collapse simulation based critical state analysis for framed‐wall structure subjected to earthquakes1
Effect of unreinforced masonry infills on seismic performance of reinforced concrete frame‐shear wall buildings1
Study on the influence of non‐load effects during the whole process of construction of setback super‐tall structures1
Experimental and numerical study on eccentric compression performance of partially encased composite columns with corrugated web1
Seismic design and engineering practice of 10‐story shear wall structure with replaceable viscoelastic coupling beams1
Influence of slab structure on the behavioral analysis of hybrid outrigger system1
Implementation of real‐time hybrid simulation based on Python‐graphics processing unit computing1
Hydrodynamic characteristics and application of tuned liquid dampers with internal damping devices1
Restoring force model of steel‐recycled concrete composite frame with infilled recycled block wall1
Seismic design and assessment for midrise buildings equipped with damped‐outrigger system1
A multi‐objective structural optimization method for serviceability design of tall buildings1
Seismic performance enhancement of buildings using multi‐limb brace damper systems1
CFD simulation of wind loads of kilometer‐scale super tall buildings with typical configurations in veering wind field1
Earthquake‐resistant subsystem stiffness demand estimate of frame–core tube structures with mass and stiffness nonuniformities1
Mass ratio factor in control performance of optimum tuned liquid dampers1
Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete1
Parametric analysis on seismic performance of reinforced concrete frame‐shear wall structures with different setback configurations1
Utilizing I‐shaped shear links as dampers to improve the behavior of concentrically braced frames1
Experimental and numerical study of the flexural capacity of reinforced concrete Vierendeel beams1
Seismic performance assessment of reinforced concrete coupled walls reinforced with different types of shape memory alloys0
Model updating of a shear‐wall tall building using various vibration monitoring data: Accuracy and robustness0
Issue Information0
Investigating the behavior of an innovative butterfly‐shaped damper: An experimental and numerical study0
Effect of corrugated steel angle on the damage characteristics and anti‐explosion performance of corrugated steel–concrete composite structures0
0
Development and validation of graphics‐based digital twin framework for UAV‐aided post‐earthquake inspection of high‐rise buildings0
0
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns0
Issue Information0
Issue Information0
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures0
Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars0
Quantitative Study of Thermal Response of Timber–Concrete Composite Structures Under Traveling Fire Using Energy Equivalence Method0
0
Equivalent static wind load based on displacement mode and load combination for high‐rise buildings0
Issue Information0
Optimal sensor placement for joint reconstruction of multiscale responses and unknown inputs using modal Kalman filter0
Subway‐induced floor vibration predictions in super high‐rise multi‐tower building located on over‐depot based on one‐dimensional impedance model0
0
0
Issue Information0
Issue Information0
Issue Information0
Issue Information0
0
0
Issue Information0
Modal identification of non‐classically damped structures using generalized sparse component analysis0
0
Issue Information0
Seismic performance analysis and evaluation of tall structures using grille‐type steel plate composite shear walls0
Electromechanical analysis of a bending‐torsion coupling piezoelectric energy harvester0
0
Issue Information0
Seismic behavior of plate‐reinforced composite coupling beams with steel bar truss deck0
0
Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings0
Investigating the effect of form curvature on diagrid tall buildings considering wind loads0
Experimental evaluation of cyclic behavior of precast concrete frame with steel shear wall0
A novel optimization‐based modal pushover analysis procedure for estimating the response of structures0
Issue Information0
Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework0
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis0
0
Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes0
0
0
Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems0
Issue Information0
Issue Information0
Investigation on the Seismic Damage and Identification of Lateral Stiffness for Ancient Timber Structures0
0
0
0
0
Issue Information0
Cost optimization of tall buildings having tube composite columns using social spider algorithm0
Optimization‐based design of sliding sector control for active seismic protection of structures0
0
0
Issue Information0
Ultimate torsional moment of dry horizontal joint for prefabricated concrete tower0
Issue Information0
Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria0
0
Assessment of computational fluid dynamic as a design tool for estimation of wind loads on unconventional skyscrapers in urban environment0
Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers0
0
Seismic performance of a frame‐supported shear wall over‐track building through shaking table test0
0
Issue Information0
Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes0
Issue Information0
0
Multi‐objective optimization design of concrete outriggers based on Genetic–HookeJeeves algorithm: Reducing lateral deflection, differential axial shortening, and construction cost of the structure0
Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design0
0.09086799621582