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Innovative Technologies of Structural System, Vibration Control, and Construction for Concrete High-rise Buildings

In Middle-East, China, Southeast Asia and other countries, attention to high-rise buildings is higher than ever. So far, high-rise buildings have been mostly constructed of steel structures or steel-concrete composite structures, and relatively high-rise buildings built with concrete have historically been rare. Although a few concrete high-rise buildings such as Burj Khalifa have recently been tried due to advances in high-strength concrete technologies, design and construction technologies of such buildings are still challenging issues. In order to realize a concrete high-rise building, innovative lateral force-resisting structure system suitable for concrete construction needs to be developed. It is necessary to develop alternative reinforced concrete or prestressed concrete systems, replacing conventional outrigger and belt trusses that are constructed as steel structures. Design of reinforcement details using BIM techniques and a multi-axis vibration control to reduce wind-induced vibrations are also important issues for economy and structural efficiency in concrete high-rise building design. In addition, the development of an integrated formwork and lift system for effective high-rise construction and construction management ultimately makes it possible to reduce construction time and cost. Thus, economical and safe concrete high-rise construction can be achieved when innovative structural systems, structural design, and construction technologies and methods are integrated. Clearly, innovative concrete technologies for high-rise construction provides many challenges and opportunities for researchers in the future.

Guest Editor-in-Chief: 
Lan Chung

Guest Associate Editor: 
Kyeong-In Kang, Chee-Kyeong Kim, and Ta-Peng Chang

Guest Editors:
Sang-Hyun Lee, Hun-Hee Cho, Tae-Won Park, Soon-Wuk Kwon, Tae-Sung Eom, and Tae-Hoon Kim

  1. The fatigue flexural behavior of corroded reinforced concrete (RC) beams was experimentally and analytically examined. Seven beams were constructed and tested, and an analytical fatigue prediction model (FPM) ...

    Authors: Li Song, Zhiwei Fan and Jian Hou
    Citation: International Journal of Concrete Structures and Materials 2019 13:24
  2. Independent component analysis is one of the linear transformation methods based the techniques for separating blind sources from the output signals of the system. Recently, the method has been analytically ap...

    Authors: Jae-Seung Hwang, Jung-Tae Noh, Sang-Hyun Lee and Ahsan Kareem
    Citation: International Journal of Concrete Structures and Materials 2019 13:4
  3. Multi-unit dwellings, such as apartment housing, town houses, and flats, are some of the most common housing types in Korea, as well as in other countries. Such multi-unit dwellings are considered an effective...

    Authors: Seunguk Na, Inkwan Paik, Sung-ho Yun, Huu Chi Truong and Young-Sook Roh
    Citation: International Journal of Concrete Structures and Materials 2019 13:3
  4. There are many factors in a common building project that are not relevant for free-form tall building projects, for example, the free-form planes or various shapes of buildings. Among the many risks present in...

    Authors: Dongyoun Lee, Hyunsu Lim, Dongmin Lee, Hunhee Cho and Kyung-In Kang
    Citation: International Journal of Concrete Structures and Materials 2019 13:2
  5. A new lateral force-resisting structural system for concrete high-rise buildings, distributed belt wall system, is proposed. Unlike conventional belt structures, the belt walls infilling the space between peri...

    Authors: Tae-Sung Eom, Hiubalt Murmu and Weijian Yi
    Citation: International Journal of Concrete Structures and Materials 2019 13:1
  6. The aim of this work is to propose a technique to calculate the strength of short concrete-filled steel tube columns under the short-term action of a compressive load, based on the phenomenological approach an...

    Authors: Anatoly Leonidovich Krishan, Mariia Anatolyevna Astafeva and Elvira Petrovna Chernyshova
    Citation: International Journal of Concrete Structures and Materials 2018 12:84
  7. In this research, a cable-type wall system that could replace the conventional aluminum curtain wall system for reinforced concrete high-rise buildings is proposed. The cable-type wall system is a newly develo...

    Authors: Hyun Soo Park, Jong Ho Won and Woong June Chung
    Citation: International Journal of Concrete Structures and Materials 2018 12:83
  8. In this study, an output-based neuro controller was built based on the idea of the adaptive neuro-fuzzy inference system (ANFIS) and its capabilities in response simulation, data cleansing and restoration capa...

    Authors: Seok-Jae Heo, Zhang Chunwei and Eunjong Yu
    Citation: International Journal of Concrete Structures and Materials 2018 12:82
  9. With the increase in high-rise building construction, failure to consider constructability in the design phase can result in huge wastes in the construction phase, as well as losing opportunities for design im...

    Authors: Jin Woong Lee, Kyuman Cho, Taeyon Hwang, Ju-yeon Han and Taehoon Kim
    Citation: International Journal of Concrete Structures and Materials 2018 12:81
  10. In Korea, radiant floor heating systems are commonly used in residential buildings, even high-rise houses. If these existing radiant floor heating panels could be used for cooling as well, additional benefits ...

    Authors: Chang-Ho Jeong, Myoung-Souk Yeo and Kwang-Woo Kim
    Citation: International Journal of Concrete Structures and Materials 2018 12:80
  11. Workability of concrete varies during pumping. Even though concrete satisfies the required workability before pumping, it often does not satisfy the required standard after pumping. Moreover, serious problem c...

    Authors: Kyong Pil Jang, Seung Hee Kwon, Myoung Sung Choi, Young Jin Kim, Chan Kyu Park and Surendra P. Shah
    Citation: International Journal of Concrete Structures and Materials 2018 12:79
  12. Aging and structural deterioration under severe environments are major causes of damage in reinforced concrete (RC) structures, such as buildings and bridges. Degradations such as concrete cracks, corrosion of...

    Authors: Lan Chung, Moo-Won Hur and Taewon Park
    Citation: International Journal of Concrete Structures and Materials 2018 12:78
  13. If reinforced concrete columns and walls in high-rise buildings are subjected to axial load for a sustained duration, long-term lateral deformation (or curvature) as well as axial shortening increase over time...

    Authors: Tae-Sung Eom, Chang-Soo Kim, Xin Zhang and Jae-Yo Kim
    Citation: International Journal of Concrete Structures and Materials 2018 12:76