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Seismic analysis of a super high-rise steel structure with horizontal strengthened storeys

Yuanqing WANG, Hui ZHOU, Yongjiu SHI, Yi HUANG, Gang SHI, Siqing WEN

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3,   Pages 394-404 doi: 10.1007/s11709-011-0116-8

Abstract: Horizontal strengthened storeys are widely used in super high-rise steel structures to improve the lateralThis use has great effects on the seismic properties of the entire structure.The seismic properties of the Wuhan International Securities Building (a 68-storey super high-rise steelstructure with three horizontal strengthened storeys) were evaluated in this study.This study provides references for the seismic design of super high-rise steel structures with horizontal

Keywords： seismic analysis     steel structure     super high-rise     horizontal strengthened storey     response spectrum analysis    

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Seismic design and analysis of a high-rise self-centering wall building: Case study

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 11,   Pages 1690-1706 doi: 10.1007/s11709-023-0022-x

Abstract: , despite extensive research, the application of this technology has previously been limited to low-riseIt is the first engineering project that uses self-centering walls in a high-rise building.The seismic design procedure of such a high-rise building, using self-centering wall structures, is comprehensively

Keywords： self-centering wall     post-tensioned precast concrete wall     seismic resilient structure     high-rise building    

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Investigation of the structural form optimization methods of high-rise buildings

ZHANG Shihai, WANG Li, OU Jinping, WANG Guangyuan

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 2,   Pages 182-187 doi: 10.1007/s11709-007-0020-4

Abstract: In this paper, the structural form optimization methods of high-rise buildings based on the expert system

Keywords： case-based reasoning     computation     KDD     important development     high-rise    

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Distribution of background equivalent static wind load on high-rise buildings

Jianguo ZHANG , Ming GU ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3,   Pages 241-248 doi: 10.1007/s11709-009-0036-z

Abstract: In this paper, the along-wind and cross-wind fluctuating load distributions along the height of high-risein terms of their accuracy in describing the background equivalent static wind load distribution on high-riseBased on the results, formulae of the distribution of background equivalent static load on high-riseIt is shown that these formulae are of high accuracy and practical use.

Keywords： high-rise buildings     along-wind     cross-wind     background equivalent static wind load     close formulae    

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Seismic design of high-rise towers for cable-stayed bridges under strong earthquakes

Yan XU, Shide HU

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4,   Pages 451-457 doi: 10.1007/s11709-011-0127-5

Abstract: This paper presents the first of a series of studies on the seismic design of high-rise towers for cable-stayedOne practical cable-stayed bridge with a 730 m long main span and two high-rise towers over 200 m in

Keywords： high-rise tower     cable-stayed bridge     strong earthquake     seismic design    

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Safety and serviceability assessment for high-rise tower crane to turbulent winds

Zhi SUN, Nin HOU, Haifan XIANG

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 1,   Pages 18-24 doi: 10.1007/s11709-009-0009-2

Abstract: Tower cranes are commonly used facilities for the construction of high-rise structures.This paper proposes a general scheme for safety and serviceability assessment of high-rise tower craneThe buffeting forces applied to the structure were computed according to the above-simulated wind velocity

Keywords： tower crane     buffeting response     wind velocity     modeling    

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Extrapolation reconstruction of wind pressure fields on the claddings of high-rise buildings

Yehua SUN, Guquan SONG, Hui LV

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 3,   Pages 653-666 doi: 10.1007/s11709-018-0503-5

Abstract: cubic spline method and different variogram, preliminary results suggest less time consumption and high

Keywords： extrapolation reconstruction     proper orthogonal decomposition     Kriging method     von Kármán function     Hurst exponent     rescaled range analysis    

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Wind tunnel test study on the wind pressure coefficient of claddings of high-rise buildings

Yong QUAN, Yi LIANG, Fei WANG, Ming GU

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4,   Pages 518-524 doi: 10.1007/s11709-011-0128-4

Abstract: ratio and the terrain category were studied based on wind tunnel test data of scale models of typical high-rise

Keywords： side ratio     area-averaged pressure coefficients     cladding     terrain category    

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Heating energy savings potential from retrofitting old apartments with an advanced double-skin façade system in cold climate

Yeo Beom YOON, Byeongmo SEO, Brian Baewon KOH, Soolyeon CHO

Frontiers in Energy 2020, Volume 14, Issue 2,   Pages 224-240 doi: 10.1007/s11708-020-0801-1

Abstract: Old apartment structures have poor thermal performances, resulting in a high energy consumption.Apartment owners typically replace old windows with high-performance windows; however, there is still

Keywords： double-skin façade     retrofitting     high-rise apartment     heating energy     building simulation    

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Wind-induced vibration control of Hefei TV tower with fluid viscous damper

Zhiqiang ZHANG , Aiqun LI , Jianping HE , Jianlei WANG ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3,   Pages 249-254 doi: 10.1007/s11709-009-0038-x

Abstract: The Hefei TV tower is taken as an analytical case to examine the control method with a fluid viscous damper under wind load fluctuation. Firstly, according to the random vibration theory, the effect of fluctuating wind on the tower can be modeled as a 19-dimensional correlated random process, and the wind-induced vibration analysis of the tower subjected to dynamic wind load was further obtained. On the basis of the others’ works, a bi-model dynamic model is proposed. Finally, a dynamic model is proposed to study the wind-induced vibration control analysis using viscous fluid dampers, and the optimal damping coefficient is obtained regarding the wind-induced response of the upper turret as optimization objectives. Analysis results show that the maximum peak response of the tower under dynamic wind load is far beyond the allowable range of the code. The wind-induced responses and the wind vibration input energy of the tower are decreased greatly by using a fluid viscous damper, and the peak acceleration responses of the upper turret is reduced by 43.4%.

Keywords： high-rise structure     wind-induced response     fluid viscous damper     vibration control    

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Research and Implementations of Structural Monitoring for Bridges and Buildings in Japan—A Review Review

Yozo Fujino, Dionysius M. Siringoringo, Yoshiki Ikeda, Tomonori Nagayama, Tsukasa Mizutani

Engineering 2019, Volume 5, Issue 6,   Pages 1093-1119 doi: 10.1016/j.eng.2019.09.006

Abstract:

This paper provides a review on the development of structural monitoring in Japan, with an emphasis on the type, strategy, and utilization of monitoring systems. The review focuses on bridge and building structures using vibration-based techniques. Structural monitoring systems in Japan historically started with the objective of evaluating structural responses against extreme events. In the development of structural monitoring, monitoring systems and collected data were used to verify design assumptions, update specifications, and facilitate the efficacy of vibration control systems. Strategies and case studies on monitoring for the design verification of long-span bridges and tall buildings, the performance of seismic isolation systems in building and bridges, the verification of structural retrofit, the verification of structural control systems (passive, semiactive, and active), structural assessment, and damage detection are described. More recently, the application
of monitoring systems has been extended to facilitate efficient operation and effective maintenance through the rationalization of risk and asset management using monitoring data. This paper also summarizes the lessons learned and feedback obtained from case studies on the structural monitoring of bridges and buildings in Japan.

Keywords： Structural monitoring     Long-span bridge     High-rise building     Seismic monitoring     Wind-induced responses    

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A New Dynamic and Vertical Photovoltaic Integrated Building Envelope for High-Rise Glaze-Facade Buildings Article

Wuwei Zou, Yan Wang, Enze Tian, Jiaze Wei, Jinqing Peng, Jinhan Mo

Engineering 2024, Volume 39, Issue 8,   Pages 194-203 doi: 10.1016/j.eng.2024.01.014

Abstract:

Substantially glazed facades are extensively used in contemporary high-rise buildings to achieve attractive

Keywords： Weather-responsive facades     Building energy efficiency     Dynamic photovoltaic integrated building envelopes (PVBEs)     Building-integrated photovoltaics (BIPVs)    

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Shanghai Tower

Jian GONG

Frontiers of Engineering Management 2017, Volume 4, Issue 1,   Pages 106-109 doi: 10.15302/J-FEM-2017001

Abstract: Ru-jiang Zhao,Wung Hee Moh. [J]. Front. Eng, 2016, 3(2): 147-157.

Keywords： super-high-rise building     green building     integral steel platform formwork system     large volume concrete     concrete pumped for super-high building     deep and large foundation pit     combined anterograde and retrograde    

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Performance of steel bridge deck pavement structure with ultra high performance concrete based on resin

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 4,   Pages 895-904 doi: 10.1007/s11709-021-0759-z

Abstract: research investigated a pavement system on steel bridge decks that use epoxy resin (EP) bonded ultra-highThrough FEM analysis and static and dynamic bending fatigue tests of the composite structure, the influencesThe results show that the resin bonded UHPC pavement structure can reduce the weld strain in the steelabout 50%; the bending resistance of reinforced UHPC structures is twice that of unreinforced UHPC structure, and the dynamic deflection of the UHPC pavement structure increases exponentially with increasing fatigue

Keywords： steel bridge deck pavement     ultra-high-performance concrete     epoxy resin     composite structure     bending    

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The rise of high-throughput computing None

Ning-hui SUN, Yun-gang BAO, Dong-rui FAN

Frontiers of Information Technology & Electronic Engineering 2018, Volume 19, Issue 10,   Pages 1245-1250 doi: 10.1631/FITEE.1800501

Abstract: intelligence, and the Internet of Things, has led to three common requirements in computer system design: highutilization, high throughput, and low latency.Herein, these are referred to as the requirements of ‘high-throughput computing (HTC)’.We argue that unlike the designs of traditional computing systems that pursue high performance and low1) the full exploitation of the application’s data parallelism and execution concurrency to achieve high

Keywords： High-throughput computing     Sysentropy     Information superbahn    

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Title Author Date Type Operation

Seismic analysis of a super high-rise steel structure with horizontal strengthened storeys

Yuanqing WANG, Hui ZHOU, Yongjiu SHI, Yi HUANG, Gang SHI, Siqing WEN

Journal Article

Seismic design and analysis of a high-rise self-centering wall building: Case study

Journal Article

Investigation of the structural form optimization methods of high-rise buildings

ZHANG Shihai, WANG Li, OU Jinping, WANG Guangyuan

Journal Article

Distribution of background equivalent static wind load on high-rise buildings

Jianguo ZHANG , Ming GU ,

Journal Article

Seismic design of high-rise towers for cable-stayed bridges under strong earthquakes

Yan XU, Shide HU

Journal Article

Safety and serviceability assessment for high-rise tower crane to turbulent winds

Zhi SUN, Nin HOU, Haifan XIANG

Journal Article

Extrapolation reconstruction of wind pressure fields on the claddings of high-rise buildings

Yehua SUN, Guquan SONG, Hui LV

Journal Article

Wind tunnel test study on the wind pressure coefficient of claddings of high-rise buildings

Yong QUAN, Yi LIANG, Fei WANG, Ming GU

Journal Article

Heating energy savings potential from retrofitting old apartments with an advanced double-skin façade system in cold climate

Yeo Beom YOON, Byeongmo SEO, Brian Baewon KOH, Soolyeon CHO

Journal Article

Wind-induced vibration control of Hefei TV tower with fluid viscous damper

Zhiqiang ZHANG , Aiqun LI , Jianping HE , Jianlei WANG ,

Journal Article

Research and Implementations of Structural Monitoring for Bridges and Buildings in Japan—A Review

Yozo Fujino, Dionysius M. Siringoringo, Yoshiki Ikeda, Tomonori Nagayama, Tsukasa Mizutani

Journal Article

A New Dynamic and Vertical Photovoltaic Integrated Building Envelope for High-Rise Glaze-Facade Buildings

Wuwei Zou, Yan Wang, Enze Tian, Jiaze Wei, Jinqing Peng, Jinhan Mo

Journal Article

Shanghai Tower

Jian GONG

Journal Article

Performance of steel bridge deck pavement structure with ultra high performance concrete based on resin

Journal Article

The rise of high-throughput computing

Ning-hui SUN, Yun-gang BAO, Dong-rui FAN

Journal Article