Structural Design of Tall and Special Buildings

Papers
(The H4-Index of Structural Design of Tall and Special Buildings is 13. 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.)
ArticleCitations
Optimal design and seismic performance of Multi‐Tuned Mass Damper Inerter (MTMDI) applied to adjacent high‐rise buildings74
Study on adaptive‐passive eddy current pendulum tuned mass damper for wind‐induced vibration control71
Influence of seismic incident angle on response uncertainty and structural performance of tall asymmetric structure61
Multiverse optimizer for structural damage detection: Numerical study and experimental validation40
Optimal design of real‐size building structures using quantum‐behaved developed swarm optimizer34
Simultaneous size and topology optimization of 3D outrigger‐braced tall buildings with inclined belt truss using genetic algorithm30
Experimental and numerical study of unbonded post‐tensioned precast concrete connections with controllable post‐decompression stiffness24
Robustness analysis of vertical resistance to progressive collapse of diagrid structures in tall buildings22
Seismic design of outrigger systems using equivalent energy design procedure21
Structural design of high‐rise buildings using steel‐framed modules: A case study in Hong Kong21
Extension of direct displacement‐based design for quantifying higher mode effects on controlled rocking steel cores20
Base isolation of buildings for subway‐induced environmental vibration: Field experiments and a semi‐analytical prediction model15
Field measurements and wind tunnel experimental investigations of wind effects on Guangzhou West Tower15
Dual‐steel frame consisting of moment‐resisting frame and shape memory alloy braces subjected to near‐field earthquakes13
A discontinuous cantilever beam analogy for quantifying higher mode demands in stacked rocking cores13
Dynamic characteristics and viscous dampers design for pile‐soil‐structure system13
Multihazard fragility assessment of steel‐concrete composite frame structures with buckling‐restrained braces subjected to combined earthquake and wind13
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