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Structural Design of Tall and Special Buildings
H-index 11

Structural Design of Tall and Special Buildings

Ranking & Metrics

Discipline name Position Best Scientists Publications D-Index
Engineering and Technology 810 29 30 10

Additional Metrics

Number of Best Scientists*: 47
Documents by Best Scientists*: 53
Top 100 Ranked Scientists*: 1
SCIMAGO H-index: 62
SCIMAGO SJR: 0.533
Impact Factor: 1.3

Overview

Top Research Topics at Structural Design of Tall and Special Buildings?

The journal mostly deals with topics like Structural engineering, Geotechnical engineering, Nonlinear system, Shear wall and Reinforced concrete. The concepts on Structural engineering presented in it can also apply to other research fields, including Vibration and Ductility. Most of the Nonlinear system studies addressed also intersect with Displacement (vector).

  • Structural engineering (70.44%)
  • Geotechnical engineering (12.79%)
  • Nonlinear system (11.64%)

What are the most cited papers published in the journal?

  • Optimal sensor placement for structural health monitoring based on multiple optimization strategies (208 citations)
  • Diagrid structural systems for tall buildings: characteristics and methodology for preliminary design (176 citations)
  • A novel machine learning‐based algorithm to detect damage in high‐rise building structures (149 citations)

Research areas of the most cited articles at Structural Design of Tall and Special Buildings:

Structural engineering, Stiffness, Geotechnical engineering, Nonlinear system and Shear wall are the main subjects of interest in the published papers. Most of the works presented in the journal articles deal with Structural engineering but they intersect with the subject of Vibration. In addition to Nonlinear system research, the most cited articles aim to explore topics under Reinforced concrete and Damper.

What topics the last edition of the journal is best known for?

  • Structural engineering
  • Composite material
  • Mechanical engineering

The previous edition focused in particular on these issues:

The journal explores disciplines such as Structural engineering, Shear wall, Precast concrete, Composite material and Frame (networking). Finite element method, Outrigger, Reinforced concrete, Shear (sheet metal) and Cyclic loading are among the concentrations of Structural engineering that garnered much attention in it. The presented Shear wall research focuses mostly on Mechanics and, on occasion, topics in Simple (abstract algebra), Structural system, Tension field and Steel plate shear wall.

The journal addresses concerns in Precast concrete which are intertwined with other disciplines, such as Hollow core, Connection (mathematics), Stiffness and Shear (geology). The studies on Composite material discussed can also contribute to research in the domains of Mortise and tenon, Beam (structure) and Column (typography). It holds forums on Frame (networking) that merges themes from other disciplines such as Distributed parameter model, Repair time and Seismic damage.

The most cited articles from the last journal are:

  • An integrated topology optimization framework for three-dimensional domains using shell elements (6 citations)
  • Life‐cycle cost optimization of wind‐excited tall buildings using surrogate models (3 citations)
  • Experimental and numerical investigation of vertical through-plate for concrete-filled steel tube column to H-beam connections (3 citations)

Papers citation over time

A key indicator for each journal is its effectiveness in reaching other researchers with the papers published at that venue.

The chart below presents the interquartile range (first quartile 25%, median 50% and third quartile 75%) of the number of citations of articles over time.

The top authors publishing in Structural Design of Tall and Special Buildings (based on the number of publications) are:

  • Gary C. Hart (31 papers) absent at the last edition,
  • Ying Zhou (21 papers) published 2 papers at the last edition, 1 more than at the previous edition,
  • Zheng Lu (18 papers) published 1 paper at the last edition,
  • Marshall Lew (17 papers) absent at the last edition,
  • Jinkoo Kim (17 papers) absent at the last edition.

The overall trend for top authors publishing in this journal is outlined below. The chart shows the number of publications at each edition of the journal for top authors.

Only papers with recognized affiliations are considered

The top affiliations publishing in Structural Design of Tall and Special Buildings (based on the number of publications) are:

  • Tongji University (145 papers) published 9 papers at the last edition, 12 less than at the previous edition,
  • Islamic Azad University (47 papers) published 4 papers at the last edition, 3 less than at the previous edition,
  • Sharif University of Technology (35 papers) published 1 paper at the last edition, 3 less than at the previous edition,
  • Dalian University of Technology (34 papers) published 1 paper at the last edition, 5 less than at the previous edition,
  • Southeast University (30 papers) published 5 papers at the last edition the same number as at the previous edition.

The overall trend for top affiliations publishing in this journal is outlined below. The chart shows the number of publications at each edition of the journal for top affiliations.

Publication chance based on affiliation

The publication chance index shows the ratio of articles published by the best research institutions in the journal edition to all articles published within that journal. The best research institutions were selected based on the largest number of articles published during all editions of the journal.

The chart below presents the percentage ratio of articles from top institutions (based on their ranking of total papers).Top affiliations were grouped by their rank into the following tiers: top 1-10, top 11-20, top 21-50, and top 51+. Only articles with a recognized affiliation are considered.

During the most recent 2021 edition, 7.04% of publications had an unrecognized affiliation. Out of the publications with recognized affiliations, 37.88% were posted by at least one author from the top 10 institutions publishing in the journal. Another 3.03% included authors affiliated with research institutions from the top 11-20 affiliations. Institutions from the 21-50 range included 16.67% of all publications and 42.42% were from other institutions.

Returning Authors Index

A very common phenomenon observed among researchers publishing scientific articles is the intentional selection of journals they have already attended in the past. In particular, it is worth analyzing the case when the authors participate in the same journal from year to year.

The Returning Authors Index presented below illustrates the ratio of authors who participated in both a given as well as the previous edition of the journal in relation to all participants in a given year.

Returning Institution Index

The graph below shows the Returning Institution Index, illustrating the ratio of institutions that participated in both a given and the previous edition of the conference in relation to all affiliations present in a given year.

The experience to innovation index

Our experience to innovation index was created to show a cross-section of the experience level of authors publishing in a journal. The index includes the authors publishing at the last edition of a journal, grouped by total number of publications throughout their academic career (P) and the total number of citations of these publications ever received (C).

The group intervals were selected empirically to best show the diversity of the authors' experiences, their labels were selected as a convenience, not as judgment. The authors were divided into the following groups:

  • Novice - P < 5 or C < 25 (the number of publications less than 5 or the number of citations less than 25),
  • Competent - P < 10 or C < 100 (the number of publications less than 10 or the number of citations less than 100),
  • Experienced - P < 25 or C < 625 (the number of publications less than 25 or the number of citations less than 625),
  • Master - P < 50 or C < 2500 (the number of publications less than 50 or the number of citations less than 2500),
  • Star - P ≥ 50 and C ≥ 2500 (both the number of publications greater than 50 and the number of citations greater than 2500).

The chart below illustrates experience levels of first authors in cases of publications with multiple authors.

Top Publications

  • Optimal design and seismic performance of Multi-Tuned Mass Damper Inerter (MTMDI) applied to adjacent high-rise buildings

    Dario De Domenico;Haoshuai Qiao;Qinhua Wang;Zhiwen Zhu

    (2020)
    106 Citations
  • Influence of seismic incident angle on response uncertainty and structural performance of tall asymmetric structure

    Zeshan Alam;Chunwei Zhang;Bijan Samali;Bijan Samali

    (2020)
    84 Citations
  • Optimal design of real‐size building structures using quantum‐behaved developed swarm optimizer

    Siamak Talatahari;Siamak Talatahari;Mahdi Azizi

    (2020)
    36 Citations
  • Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion

    (2022)
    19 Citations
  • Multihazard fragility assessment of steel‐concrete composite frame structures with buckling‐restrained braces subjected to combined earthquake and wind

    Hong‐Nan Li;Hong‐Nan Li;Yang Liu;Chao Li;Xiao Wei Zheng

    (2020)
    16 Citations
  • Hybrid simulation of a tall building with a double-decker tuned sloshing damper system under wind loads

    Dae Kun Kwon;Ahsan Kareem

    (2020)
    13 Citations
  • Shear strength estimation of reinforced concrete beam–column sub‐assemblages using multiple soft computing techniques

    Hosein Naderpour;Hosein Naderpour;Kohei Nagai

    (2020)
    13 Citations
  • Robustness of multistory corner-supported modular steel frames against progressive collapse

    Mohammad Alembagheri;Mohammad Alembagheri;Pezhman Sharafi;Zhong Tao;Ramtin Hajirezaei

    (2021)
    11 Citations
  • Nonlinear inelastic simulation of high-rise buildings with innovative composite coupling shear walls and CFST columns

    Hau Tran;Huu-Tai Thai;Tuan Ngo;Brian Uy

    (2021)
    11 Citations
  • Cross‐level fragility analysis of modularized suspended buildings based on experimentally validated numerical models

    Zhihang Ye;Zhihang Ye;Abdollah Shafieezadeh;Halil Sezen;Gang Wu

    (2020)
    10 Citations

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Best Scientists Contributing to This Journal