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 2021-03-01 to 2025-03-01.)
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Cyclic behavior of full‐scale reinforced high‐strength recycled aggregate concrete columns25
A new approach for the computation of design shear force in reinforced concrete walls subjected to seismic loads18
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Experimental study of wind pressure fluctuating characteristics and wind load shape factor of long‐span cylinder roof structure14
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Experimental and numerical studies on multiple response optimization‐based control using iterative techniques for magnetorheological damper‐controlled structure10
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Optimal sensor placement for joint reconstruction of multiscale responses and unknown inputs using modal Kalman filter9
Utilizing I‐shaped shear links as dampers to improve the behavior of concentrically braced frames9
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Seismic fragility analysis of high‐strength concrete frame structures reinforced with high‐strength steel bars8
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Investigating the effect of form curvature on diagrid tall buildings considering wind loads8
Universal boosting ML approaches to predict the ultimate load capacity of CFST columns7
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Effect of corrugated steel angle on the damage characteristics and anti‐explosion performance of corrugated steel–concrete composite structures6
Optimization‐based design of sliding sector control for active seismic protection of structures6
Modal identification of non‐classically damped structures using generalized sparse component analysis6
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Finite element simulation and strength evaluation on innovative and traditional composite shear wall systems5
Effect of unreinforced masonry infills on seismic performance of reinforced concrete frame‐shear wall buildings5
Experimental study and numerical analysis of the interfacial bonding performance of T‐shaped concrete‐filled steel tubes5
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Multi‐objective optimization design of concrete outriggers based on Genetic–HookeJeeves algorithm: Reducing lateral deflection, differential axial shortening, and construction cost of the structure5
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Nonlinear inelastic simulation of high‐rise buildings with innovative composite coupling shear walls and CFST columns5
Inverse Eigenmode Modeling and Multiscale Seismic Analysis of Irregular Frame Structure by Shear Spring–Multifloor Mass System4
Earthquake‐resistant subsystem stiffness demand estimate of frame–core tube structures with mass and stiffness nonuniformities4
Static behavior of ribbed folded plate roof under vertical uniform load—Experimental study and meshfree method analysis4
Seismic Behavior of Buckling‐Restrained Steel Plate Shear Walls With Various Interconnection Ratios4
Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings4
Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams4
Quantitative evaluation and improvement of seismic resilience of a tall frame shear wall structure4
In Situ Dynamic Characteristic Test and Seismic Performance Analysis of Hybrid Brick‐Concrete and Timber Structure of Historic and Cultural Architectures4
Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers3
Restoring force model of square tubular columns filled with extra‐high‐performance reactive powder concrete3
Acceleration‐based effective damping ratio of tuned mass damper under seismic excitations3
Experimental study on mechanical properties of steel and steel fiber reinforced concrete beams3
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 reliability3
Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria3
Shaking table test and seismic behavior of Ningbo Hengda Tower3
A novel optimization‐based modal pushover analysis procedure for estimating the response of structures3
A Numerical and Parametric Study on Metallic Double Corrugated Damper Directly Connected to CBF Braces3
Study on Mechanical Performance of Built‐In Octagonal Encase Steel Core Tube Fully Bolted Assembly CFSST Column Connection Joint3
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Special all‐round fillet weld for anchor rods of base‐plate T‐stub connections3
Multi‐indicator evaluation method of important members of truss string structures3
Energy dissipation and damage on the interface of steel and steel fiber‐reinforced concrete composite column3
An improved flexural design procedure of steel plate I‐girders considering elastic lateral torsional buckling at elevated temperatures3
Study of the unified strength theory for seismic response of frame building on loess considering soil‐structure interaction3
Ultimate torsional moment of dry horizontal joint for prefabricated concrete tower3
Investigating the performance of stone columns in an extremely soft clay—A case study3
Automated topology design of high‐rise diagrid buildings by genetic algorithm optimization3
Seismic behavior of plate‐reinforced composite coupling beams with steel bar truss deck3
Staged‐construction analysis of high‐rise buildings: A literature review and future perspectives3
Experimental study on the seismic behavior of large‐size square and rectangular steel reinforced concrete columns with high and normal strength concrete3
Spatiotemporal correlation analysis of the dynamic response of supertall buildings under ambient wind conditions3
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Shape optimization of a corner‐recessed square tall building to reduce mean wind pressure using a multi‐objective genetic algorithm2
Monitoring of compressive strength gain in mass concrete using embedded piezoelectric transducers2
Equivalent static wind load based on displacement mode and load combination for high‐rise buildings2
Investigation on the Seismic Damage and Identification of Lateral Stiffness for Ancient Timber Structures2
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An improved derivation and comprehensive understanding of the equivalent static wind loads of high‐rise buildings with structural eccentricities2
Investigating the behavior of an innovative butterfly‐shaped damper: An experimental and numerical study2
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Electromechanical analysis of a bending‐torsion coupling piezoelectric energy harvester2
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Experimental evaluation of cyclic behavior of precast concrete frame with steel shear wall2
Seismic performance assessment of reinforced concrete coupled walls reinforced with different types of shape memory alloys2
Quantitative Study of Thermal Response of Timber–Concrete Composite Structures Under Traveling Fire Using Energy Equivalence Method2
Restoring force model of high‐strength concrete‐encased CFST composite columns2
Seismic performance analysis and evaluation of tall structures using grille‐type steel plate composite shear walls2
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Inflow turbulence generator for large eddy simulation based on a novel block‐vorticity vortex method: Application on a tall building wind effect2
Assessment of computational fluid dynamic as a design tool for estimation of wind loads on unconventional skyscrapers in urban environment2
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Size effect of circular concrete‐filled stainless steel tubular short columns under axial compression2
Model updating of a shear‐wall tall building using various vibration monitoring data: Accuracy and robustness2
In‐plane stability and shear deformation analysis of the H‐beam hollow arch2
Seismic collapse performance of reinforced concrete moment frame structures with plan irregularity2
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Seismic behavior and damage assessment of concrete‐filled steel tube columns in diagrid structures1
Experimentally Verified Retrofit Combining Hybrid Solutions for Enhancing the Seismic Response of Multistory RC Structures1
Study on the shear concentration in high‐rise buildings with transfer structure and its effects on seismic performance1
Application of amplified damped outrigger in seismic design of high‐rise buildings1
Seismic damage identification of moment frames based on random forest algorithm and enhanced gray wolf optimization1
Fire response of steel connections using gene expression programming and finite element method1
Seismic performance of a frame‐supported shear wall over‐track building through shaking table test1
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Efficiency of the slime mold algorithm for damage detection of large‐scale structures1
Basement structural design innovation of China International Silk Road Center1
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Subway‐induced floor vibration predictions in super high‐rise multi‐tower building located on over‐depot based on one‐dimensional impedance model1
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 methods1
Design and Analysis of Solid and Thin‐Walled Slender Structures Using Soft Materials Based on Beam Finite Elements1
Cost optimization of tall buildings having tube composite columns using social spider algorithm1
Efficient seismic risk assessment of irregular steel‐framed buildings through endurance time analysis of consistent fish‐bone model1
Numerical Investigation and Cross‐Section Type Selection of Concrete‐Filled Double Steel Plate (CFDSP) Composite Shear Walls Under Cyclic Loading1
Comparison of the seismic‐resilient design of seismically isolated reinforced concrete frame structures using two codes1
A preliminary design tool for volumetric buildings1
Behavior of new types of flange connectors of precast double‐tees1
Special braced stairs versus typical braced frames. New architectural‐structural‐seismic approach to stair design1
Behavior of vertically irregular structures near mines: Comparison of responses under seismic and mine blast‐induced ground motion1
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Development and validation of graphics‐based digital twin framework for UAV‐aided post‐earthquake inspection of high‐rise buildings1
Robustness of multistory corner‐supported modular steel frames against progressive collapse1
Interpretable machine learning model for shear strength estimation of circular concrete‐filled steel tubes1
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Influence of core width on the optimization analysis of the outrigger‐braced structure1
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Residual‐based damage evaluation of RC columns using feature classification and model optimization1
Seismic design and assessment for midrise buildings equipped with damped‐outrigger system1
A tuned liquid mass damper implemented in a deep liquid storage tank for seismic vibration control of short period structures1
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Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework1
Effect of tuned mass damper in wind‐induced response of “V” plan‐shaped tall building1
Effect of aspect ratio subjected to wind hazard in tall buildings situated along the coastal line of India1
Progressive collapse resistance of prestressed concrete frame structures with infill walls considering instantaneous column failure1
Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning1
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Experimental study and numerical simulation of all‐steel buckling‐restrained brace with distributed inspection windows1
Life‐cycle cost analysis and life‐cycle assessment of the second‐generation benchmark building subject to typhoon wind loads in Hong Kong1
Theoretical Model and Shaking Table Experiment of Eddy Current–Enhanced Friction Pendulum Tuned Mass Damper1
Parametric analysis on seismic performance of reinforced concrete frame‐shear wall structures with different setback configurations0
Investigations on train‐induced vibration and vibration control of an over‐track building using thick‐layer rubber bearings0
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Design optimization of low‐damage self‐centering precast concrete frame connections to improve energy dissipation capacity0
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Optimization of beam parameters for coupling beam pile structure foundations under vertical loading0
Experimental and numerical study of the flexural capacity of reinforced concrete Vierendeel beams0
Seismic performance of precast posttensioned concrete frame under low reversed cyclic loading0
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Seismic control of tall buildings using vertically distributed multiple tuned mass dampers0
Study of the flexural performance and a novel calculation formula for the degree of composite action for precast concrete sandwich panels0
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Decentralized robust control of building structures based on sliding mode theory0
Study on seismic performance test and calculation method of recycled steel fiber reinforced concrete shear wall0
Design method of prestressed anchor bolt system for wind turbine foundation0
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Experimental and simulation analysis of thermal behavior of large‐span roof system under solar radiation0
Machine learning‐based wind‐induced response analysis in rectangular building models with limbs0
Design Method of a Novel Interface Connection Device for Multiscale Test Model Considering Multiparametric Similarity of Internal Forces0
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Investigating the bamboo as alternative partial replacement of steel bars in concrete reinforcement members0
Analysis of wind vibration characteristics of a slab‐type high‐rise residential building0
A real‐time hybrid simulation method based on multitasking loading0
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Improving the behavior of concentrically braced frame braces using a flexural damper: Experimental and numerical study0
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Experimental and numerical evaluation of the mechanical characteristics of semi‐rigid saddle connections0
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Numerical collapse simulation based critical state analysis for framed‐wall structure subjected to earthquakes0
Structural performance of superframed conjoined towers0
Novel outrigger element utilizing thin steel plates as infill to concrete frames in concrete high‐rise buildings0
A discontinuous cantilever beam analogy for quantifying higher mode demands in stacked rocking cores0
Upgraded parameter model of frame pin‐supported wall structures0
Optimal application of fluid viscous dampers in tall buildings incorporating integrated damping systems0
Development of an innovative metallic damper for concentrically braced frame systems based on experimental and analytical studies0
Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion0
Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis0
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Machine vision‐based automated earthquake‐induced drift ratio quantification for reinforced concrete columns0
Optimal parameters for tall buildings with a single viscously damped outrigger considering earthquake and wind loads0
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Predicting acceleration response of super‐tall buildings by support vector regression0
Floating column mechanism experimental investigation in historic timber buildings subjected to decay for seismic resilience0
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Equivalent damping ratios of nonclassically damped structures composed of two substructures along the height by using equivalent two‐degree‐of‐freedom systems0
Tensile behavior of cruciform stubs with four bolts per row0
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Seismic responses of high‐rise structure under multiple‐component ground motions0
Response control analysis of a new mega‐subcontrolled structural system (MSCSS) under seismic excitation0
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Investigation on mechanical behavior of steel angle frame reinforced concrete beams under torsion0
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Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed0
Investigation of the vertically‐layered structure and surface roughness parameters of the urban boundary layer0
Bond capacity between H‐shaped steel and recycled concrete under cyclic loading0
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Generation of eco‐friendly design for post‐tensioned axially symmetric reinforced concrete cylindrical walls by minimizing of CO2 emission0
Improving the Behavior of Reinforced Concrete Frame Using an Innovative Metallic Shear Damper0
Performance of reinforced concrete columns confined with spiral reinforcement0
Shear force demand for headed stud of composite plate shear walls‐concrete encased under cyclic loading0
A metaheuristic‐based optimum tuning approach for tuned liquid dampers for structures0
Seismic performance of joint between steel H‐beam and rectangular concrete‐filled hot‐rolled‐steel tubular column0
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Computational fluid dynamics and artificial neural network‐based analysis and forecasting of wind effects on obliquely parallel multiple building models using categorical variable encoding0
Restoring force model of steel‐recycled concrete composite frame with infilled recycled block wall0
Web crippling design of cold‐formed ultra‐high strength steel lipped channels under ITF loading: A numerical parametric investigation0
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Dynamic response evaluation on TMD and main tower of Shanghai Tower subjected to Typhoon In‐Fa0
Research on the interfacial bonding performance of novel composite L‐shaped concrete‐filled steel tubes0
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Monitor wind characteristics and wind‐induced responses of a skyscraper during two typhoons0
Seismic performance of suspended‐floor structures with viscous dampers considering acceptable interstory drift0
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Implementation of real‐time hybrid simulation based on GPU computing0
Investigation of reinforcement curtailment in tall lightly reinforced structural concrete walls0
Experimental test on precast concrete reinforcement connector technology based on strong lapping concept0
Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel0
Experimental study on fundamental frequency and human‐induced vibration characteristics of light steel foam concrete composite floor0
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Mine blast‐induced ground motion response reduction using semi‐active devices0
Application of optimized polynomial controllers based on Bayesian optimization and weight matrix adjustment0
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Full‐scale experimental and theoretical investigation on wall stress for underground ecological group tanks with four‐circle tangential connections0
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Seismic loss optimum design of steel structures using learning‐based charged system search0
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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 m0
Study on the influence of non‐load effects during the whole process of construction of setback super‐tall structures0
Peak factor estimation method of non‐Gaussian wind pressures on long‐span tri‐centered cylindrical roof structures0
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Seismic Performance of Shaped Steel Reinforced High‐Strength Concrete Walls: Cyclic Loading Test and Analytical Modeling0
Seismic fragility analysis of steel reinforced concrete frame‐bent structures in CAP1400 nuclear power plant0
Finite element analysis of concrete‐encased columns reinforced with multiple steel sections0
Evaluating ASCE 41‐17 performance‐based provisions on optimally designed steel moment frames0
Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs0
Dynamic analysis and optimization of a wind turbine tower subject to wind and earthquake loads0
Seismic performance of the cantilever segment in prefabricated stepped beam–column joints0
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