Structural Design of Tall and Special Buildings

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	68
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	38
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	26
Experimental and numerical study of unbonded post‐tensioned precast concrete connections with controllable post‐decompression stiffness	23
Seismic design of outrigger systems using equivalent energy design procedure	21
Robustness analysis of vertical resistance to progressive collapse of diagrid structures in tall buildings	21
Structural design of high‐rise buildings using steel‐framed modules: A case study in Hong Kong	20
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
A discontinuous cantilever beam analogy for quantifying higher mode demands in stacked rocking cores	13
Dual‐steel frame consisting of moment‐resisting frame and shape memory alloy braces subjected to near‐field earthquakes	13
Multihazard fragility assessment of steel‐concrete composite frame structures with buckling‐restrained braces subjected to combined earthquake and wind	13
Dynamic characteristics and viscous dampers design for pile‐soil‐structure system	13
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
Self‐centering steel–timber hybrid shear wall with slip friction dampers: Theoretical analysis and experimental investigation	11
Investigations on train‐induced vibration and vibration control of an over‐track building using thick‐layer rubber bearings	11
Efficient seismic risk assessment of irregular steel‐framed buildings through endurance time analysis of consistent fish‐bone model	11
Design optimization of steel–concrete hybrid wind turbine tower based on improved genetic algorithm	10
Hybrid simulation of a tall building with a double‐decker tuned sloshing damper system under wind loads	10
Optimum seismic design of steel framed‐tube and tube‐in‐tube tall buildings	10

Seismic performance of precast concrete wall with vertical energy‐dissipating connection	10
Shear strength estimation of reinforced concrete beam–column sub‐assemblages using multiple soft computing techniques	10
Finite element analysis of rectangular and flanged steel‐concrete shear walls under cyclic loading	9
Automated topology design of high‐rise diagrid buildings by genetic algorithm optimization	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
Quantitative evaluation and improvement of seismic resilience of a tall frame shear wall structure	9
Seismic performance of high‐strength steel framed‐tube structures with web‐bolted double‐channel shear links	9
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures	9
Cross‐level fragility analysis of modularized suspended buildings based on experimentally validated numerical models	8
Experimental study on shear behavior of two‐way hollow core precast panel shear wall with vertical connection	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
Comparison of the seismic‐resilient design of seismically isolated reinforced concrete frame structures using two codes	8
Empirical formulation for estimating the fundamental frequency of historical stone mosques with masonry domes	8
Experimental and numerical investigation of vertical through‐plate for concrete‐filled steel tube column to H‐beam connections	8
Experimental study on seismic performance of precast hollow shear walls	7
Comfort assessment of high‐rise timber buildings exposed to wind‐induced vibrations	7
Robustness of multistory corner‐supported modular steel frames against progressive collapse	7
A posttensioned rocking infill wall–frame system for multistory precast concrete buildings	7
Robust structural control of a real high‐rise tower equipped with a hybrid mass damper	7
Seismic behavior of superimposed reinforced concrete shear walls with X‐shaped steel plate bracings under different axial load ratios	7
Energy‐based time equivalent approach for evaluating the fire resistance of timber components exposed to realistic design fire curves	7
Optimization of alongwind and crosswind force coefficients on a tall building with horizontal limbs using surrogate modeling	7
Mechanism and optimum design of shared tuned mass damper for twin‐tower structures connected at the top by an isolated corridor	7
Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion	7
Experimental study on wind load characteristics of high‐rise buildings with opening	7
Response surface‐based finite‐element model updating of a historic masonry minaret for operational modal analysis	7
Experimental study on seismic performance of steel‐reinforced recycled concrete frame with infill wall	7
Vertical deformation analysis of a high‐rise building with high‐position connections	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	6
Seismic analysis of a reinforced concrete building isolated by high damping rubber bearings using deformation history integral type model	6
Structural investigation of the collapse of the 16‐story Plasco building due to fire	6
Efficiency of the slime mold algorithm for damage detection of large‐scale structures	6
Joint behavior and design procedure of a through plate connection for steel beam to hollow or concrete‐filled tubular columns	6
Evaluation of plasticity‐based concrete constitutive models under monotonic and cyclic loadings	6
Optimum design for unbonded posttensioned precast concrete frames with damping	6
Integrated optimal wind‐resistant design of super‐tall structures with toggle‐brace damper systems	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
Development of an innovative metallic damper for concentrically braced frame systems based on experimental and analytical studies	6
Comparison of seismic behavior of the eccentric and conventional diagrid systems	6
Seismic performances of a structure equipped with a large mass ratio multiple tuned mass damper	6
Vulnerability assessment of a high‐rise building subjected to mainshock–aftershock sequences	5
Working mechanism evaluations and simplified models of corner bracket type inter‐module connections	5
Mass irregularity effect on seismic response of moment‐resisting steel frame by nonlinear time history analysis using force analogy method	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
Experimental cyclic performance of steel shear walls with single rectangular opening	5

Mechanical performance test and finite element analysis of prefabricated utility tunnel L‐shaped joint	5
Analytic expression of additional damping ratio based on Bouc–Wen model and performance evaluation	5
Shaking table model test of a mega‐frame with a vibration control substructure	5
Experiment of torsional response induced by the Q–delta resonance	5
Pre‐reinforcing the mortise‐tenon joints with near‐surface‐mounted glued‐in rods	5
A study of differential foundation settlement of piled raft and its effect on the long‐term vertical shortening of super‐tall buildings	5
Response control analysis of a new mega‐subcontrolled structural system (MSCSS) under seismic excitation	5
Generation of eco‐friendly design for post‐tensioned axially symmetric reinforced concrete cylindrical walls by minimizing of CO2 emission	5
Simplified procedures for seismic design verification and evaluation of lead rubber bearing base‐isolated buildings based on free‐vibration response	5
Fire response of steel connections using gene expression programming and finite element method	5
Seismic performance of precast shear wall–slab joint with and without outer longitudinal reinforcement	5
A simplified method for fundamental period prediction of steel frames with steel plate shear walls	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
Optimal application of fluid viscous dampers in tall buildings incorporating integrated damping systems	4
Seismic loss optimum design of steel structures using learning‐based charged system search	4
Experimental study on the seismic behavior of large‐size square and rectangular steel reinforced concrete columns with high and normal strength concrete	4
Seismic performance assessment of new dry‐assembled prefabricated composite shear wall system with beam‐only connection	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
Machine vision‐based automated earthquake‐induced drift ratio quantification for reinforced concrete columns	4
Implementation of real‐time hybrid simulation based on GPU computing	4
Morphogenesis of a bundled tall building: Biomimetic, structural, and wind‐energy design of a multi‐core‐outrigger system combined with diagrid	4
Seismic behavior of flanged reinforced concrete shear walls with high‐strength stirrup under cyclic loading	4
Upgraded parameter model of frame pin‐supported wall structures	4
Seismic damage assessment of a supertall tubed mega frame structure based on a simplified finite element model	4
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
Coordinative similitude method considering overturning effect for scale model testing of structures with rubber bearings	3
Proposal of an equivalent linearization method to predict seismic hysteretic energy demand considering stiffness degradation effects	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
Numerical analysis on mechanical behavior of steel‐concrete composite beams under fire	3
Resiliency and post‐earthquake realignment	3
Three‐dimensional coupled wind‐induced vibration calculation method for super high‐rise buildings based on high‐frequency force balance technology	3
Structural performance of superframed conjoined towers	3
Seismic performance of precast posttensioned concrete frame under low reversed cyclic loading	3
Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members	3
Application of artificial neural network for predicting dynamic along‐wind response of tall buildings	3
Simplified seismic axial collapse capacity prediction model for moderately compressed reinforced concrete shear walls adjacent to transfer structure in tall buildings	3
Higher‐mode buckling and friction in long and large‐scale buckling‐restrained braces	3
Vibration analysis of third generation nuclear power plant considering soil‐structure‐interaction effect under the impact of large commercial aircraft	3
A new method for scaling of earthquake records using input energy of structures	3
Designing gusset plates of chevron‐SCBFs through a new method	3
Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India	3
Optimal parameters for tall buildings with a single viscously damped outrigger considering earthquake and wind loads	3
A two‐stage structural optimization‐based design procedure of structural systems	3
Lateral force distribution in the inelastic state for seismic design of high‐strength steel framed‐tube structures with shear links	3
Optimal design of 3D special steel buckling‐restrained braced structures	3
Pendulum vibration absorber with a nonlinear viscous damping mechanism	3
Behavior of steel‐fiber‐reinforced concrete‐filled square steel tube stub columns under eccentric compression	3
Simplified design procedure for nonconventional multiple tuned mass damper and experimental validation	3
Seismic behavior and damage assessment of concrete‐filled steel tube columns in diagrid structures	3
Behavior of new types of flange connectors of precast double‐tees	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
Optimization of beam parameters for coupling beam pile structure foundations under vertical loading	2
Evaluating ASCE 41‐17 performance‐based provisions on optimally designed steel moment frames	2
Design optimization of low‐damage self‐centering precast concrete frame connections to improve energy dissipation capacity	2
Moment–rotation curve characteristics and initial rotational stiffness calculation method of angle connections	2
Experimental and theoretical analysis for steel CHS K‐shaped joints stiffened with joint plates	2
Research on vertical deformation and predeformation control of three‐tower connected super high‐rise structure during construction	2
Restoring force model of high‐strength concrete‐encased CFST composite columns	2
Effects of soil on the energy response of equipment–structure systems with different connection types between the equipment and structure	2
Decoupling the strength and drift criteria in steel moment‐resisting frames	2
A new approach for the computation of design shear force in reinforced concrete walls subjected to seismic loads	2
An innovative infill wall utilizing light expanded clay aggregate: An experimental and numerical study	2
Experimental and numerical evaluation of the mechanical characteristics of semi‐rigid saddle connections	2
Effects of Constant Parameters on Optimum Design of Axially Symmetric Cylindrical Reinforced Concrete Walls	2
Shear force demand for headed stud of composite plate shear walls‐concrete encased under cyclic loading	2
Data‐driven identification and modeling of earthquake‐excited building structures regarding soil‐structure interaction	2
Component damage‐based seismic fragility analysis of high‐rise building with transfer structure	2
An estimate on in‐construction differential settlement of super high‐rise frame core–tube buildings	2
Seismic collapse performance of reinforced concrete moment frame structures with plan irregularity	2
Residual‐based damage evaluation of RC columns using feature classification and model optimization	2
Comparison of wind‐induced dynamic property of super‐large cooling tower considering different four‐tower interferences	2
Performance‐based seismic design of the outrigger of a high‐rise overrun building with asymmetric vertical setback in a strong earthquake area	2
Spatiotemporal correlation analysis of the dynamic response of supertall buildings under ambient wind conditions	2
Life‐cycle cost optimization of semiactive magnetorheological dampers for the seismic control of steel frames	2
Predicting acceleration response of super‐tall buildings by support vector regression	2
Monitor wind characteristics and wind‐induced responses of a skyscraper during two typhoons	2

Bond capacity between H‐shaped steel and recycled concrete under cyclic loading	2
Experimental evaluation of composite and non‐composite columns and braces in special concentrically braced frames	2
Numerical study on split base plate connection with concentric anchors between steel‐plate composite wall and concrete basemat	2
Shear capacity and lateral stiffness of composite plate shear walls‐concrete encased under cyclic loading	2
Performance analysis of rocking shear wall‐frame structure	2
Vulnerability assessment of irregular steel structures under traveling fires	2
Seismic performance of high‐rise special truss moment frames with multiple Vierendeel ductile segments and high panel aspect ratios	2
Determining the optimum outrigger locations for steel tall buildings by using time history analyses	2
Tensile behavior of cruciform stubs with four bolts per row	2
Size effect of circular concrete‐filled stainless steel tubular short columns under axial compression	1
Investigation on mechanical behavior of steel angle frame reinforced concrete beams under torsion	1
Structural damping estimation from live monitoring of a tall modular building	1
Seismic design and assessment for midrise buildings equipped with damped‐outrigger system	1
Peak factor estimation method of non‐Gaussian wind pressures on long‐span tri‐centered cylindrical roof structures	1
Seismic performance enhancement of buildings using multi‐limb brace damper systems	1
Experimental and numerical study of the flexural capacity of reinforced concrete Vierendeel beams	1
Shaking table test and seismic behavior of Ningbo Hengda Tower	1
A simple model for nonlinear analysis of steel plate shear wall structural systems	1
Horizontal deformation and construction analysis of frame–eccentrical core tube structure	1
The behavior of concrete‐encased steel composite column‐beam joints under cyclic loading	1
An analytical method to visualize higher mode effects on yielding cantilever walls	1
Seismic damage identification of moment frames based on random forest algorithm and enhanced gray wolf optimization	1
Design and structural analysis of a 70‐m metal space‐frame radome	1
Parametric analysis on seismic performance of reinforced concrete frame‐shear wall structures with different setback configurations	1
Dynamic homogenization approach for in‐plane and out‐of‐plane linear vibration analysis of masonry wall structures	1
Performance of reinforced concrete columns confined with spiral reinforcement	1
Study of the unified strength theory for seismic response of frame building on loess considering soil‐structure interaction	1
Effective width estimation of flanged reinforced concrete shear walls	1
Experimental study of wind pressure fluctuating characteristics and wind load shape factor of long‐span cylinder roof structure	1
Shape optimization of tall buildings cross‐section: Balancing profit and aeroelastic performance	1
Inelastic seismic behavior of asymmetric structures with mass and stiffness eccentricity under bidirectional ground motions	1
Experimental study on mechanical properties of steel and steel fiber reinforced concrete beams	1
Seismic reliability evaluation of a tall concrete‐timber hybrid structural system	1
A preliminary design tool for volumetric buildings	1
Study of a new type of steel slit shear wall with initially twisted links	1
Numerical collapse simulation based critical state analysis for framed‐wall structure subjected to earthquakes	1
An improved derivation and comprehensive understanding of the equivalent static wind loads of high‐rise buildings with structural eccentricities	1
Experimental and simulation analysis of thermal behavior of large‐span roof system under solar radiation	1
Utilizing I‐shaped shear links as dampers to improve the behavior of concentrically braced frames	1
Parametric system identification of large‐scale structure using decoupled synchronized signals	1
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Cyclic behavior of full‐scale reinforced high‐strength recycled aggregate concrete columns	1
Data‐driven modeling and prediction on hysteresis behavior of flexure RC columns using deep learning networks	1
Earthquake‐resistant subsystem stiffness demand estimate of frame–core tube structures with mass and stiffness nonuniformities	1
Behavior of vertically irregular structures near mines: Comparison of responses under seismic and mine blast‐induced ground motion	1
Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete	0
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Energy dissipation and damage on the interface of steel and steel fiber‐reinforced concrete composite column	0
Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems	0
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Investigating the performance of stone columns in an extremely soft clay—A case study	0
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Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis	0
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Universal boosting ML approaches to predict the ultimate load capacity of CFST columns	0
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Staged‐construction analysis of high‐rise buildings: A literature review and future perspectives	0
Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria	0
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Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars	0
Multi‐indicator evaluation method of important members of truss string structures	0
Optimization‐based design of sliding sector control for active seismic protection of structures	0
Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes	0
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Investigating the effect of form curvature on diagrid tall buildings considering wind loads	0
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Modal identification of non‐classically damped structures using generalized sparse component analysis	0
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Effect of unreinforced masonry infills on seismic performance of reinforced concrete frame‐shear wall buildings	0
Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections	0