Tuned Sloshing Damper in Response Control of Tall Building Structure

Proceedings of the Indian National Science Academy ◽

10.16943/ptinsa/2016/48415 ◽

2016 ◽

Vol 0 (0) ◽

Author(s):

S. K. Bhattacharyya

Keyword(s):

Tall Building ◽

Building Structure ◽

Response Control

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STUDY ON TALL BUILDING STRUCTURE ANALYSIS

Tall Buildings ◽

10.1142/9789812701480_0084 ◽

2005 ◽

Author(s):

HUAFENG LIU ◽

NING ZHAO

Keyword(s):

Structure Analysis ◽

Tall Building ◽

Building Structure

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Multi-project assessment method of Tall building Structure and Seismic Design Course

2012 7th International Conference on Computer Science & Education (ICCSE) ◽

10.1109/iccse.2012.6295336 ◽

2012 ◽

Author(s):

Zhang Yuanzhu ◽

Wang Yungang ◽

Zhang Shiming ◽

Zhou Shuying

Keyword(s):

Seismic Design ◽

Assessment Method ◽

Tall Building ◽

Building Structure ◽

Project Assessment

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New Songdo International City Block D24, an Iconic and Efficient Twisted Tall Building Structure

Structures Congress 2010 ◽

10.1061/41130(369)275 ◽

2010 ◽

Author(s):

Matthew Clark ◽

David M Scott

Keyword(s):

Tall Building ◽

Building Structure ◽

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Stiffened-story wall-frame tall building structure

Computers & Structures ◽

10.1016/s0045-7949(97)00064-3 ◽

1998 ◽

Vol 66 (2-3) ◽

pp. 225-240 ◽

Author(s):

Marie-José Nollet ◽

Bryan Stafford Smith

Keyword(s):

Tall Building ◽

Building Structure

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Seismic response control tests of building structure by fuzzy optimal logic

Proceedings of 3rd International Symposium on Uncertainty Modeling and Analysis and Annual Conference of the North American Fuzzy Information Processing Society ◽

10.1109/isuma.1995.527667 ◽

2002 ◽

Author(s):

H. Fujitani ◽

M. Iiba ◽

Y. Kitagawa ◽

M. Midorikawa ◽

T. Miyoshi ◽

...

Keyword(s):

Seismic Response ◽

Building Structure ◽

Response Control ◽

Seismic Response Control

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OPTIMIZATION OF PLACEMENT OF RESPONSE CONTROL DAMPER ON PLANE OF HIGH-RISE BUILDING STRUCTURE USING ESO METHOD

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.82.1885 ◽

2017 ◽

Vol 82 (742) ◽

pp. 1885-1891 ◽

Author(s):

Masataka NOMURA ◽

Shinya MATSUMOTO ◽

Yoshihiro SAKINO ◽

Daiji FUJII

Keyword(s):

Building Structure ◽

Response Control ◽

High Rise ◽

High Rise Building

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Discussion on the Position of Fixed End of the Tall Building Structure

Journal of Security and Safety Technology ◽

10.12677/jsst.2013.12002 ◽

2013 ◽

Vol 01 (02) ◽

pp. 9-11

Author(s):

健黄

Keyword(s):

Tall Building ◽

Building Structure ◽

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Multiple tuned liquid sloshing dampers for across-wind response control of benchmark tall building

Innovative Infrastructure Solutions ◽

10.1007/s41062-021-00650-6 ◽

2021 ◽

Vol 7 (1) ◽

Author(s):

Sameer J. Suthar ◽

Radhey Shyam Jangid

Keyword(s):

Tall Building ◽

Liquid Sloshing ◽

Response Control ◽

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In-Service Vibration Monitoring of a Tall Building Structure Using Wireless Sensor Networks

Structures Congress 2014 ◽

10.1061/9780784413357.247 ◽

2014 ◽

Author(s):

Siavash Dorvash ◽

Shamim Pakzad ◽

Clay Naito

Keyword(s):

Wireless Sensor Networks ◽

Sensor Networks ◽

Tall Building ◽

Vibration Monitoring ◽

Wireless Sensor ◽

Building Structure

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Wind Loads Simulation of Tall Building Structure Subjected to Wind-Structure Interaction

Advanced Materials Research ◽

10.4028/www.scientific.net/amr.163-167.4286 ◽

2010 ◽

Vol 163-167 ◽

pp. 4286-4289

Author(s):

Wen Bo Bao ◽

Yu Yong Hu ◽

Yang Cui

Keyword(s):

Coupling Effect ◽

Harmonic Wave ◽

Wind Load ◽

Tall Building ◽

Superposition Method ◽

Building Structure ◽

Complex Load ◽

Structure Interaction ◽

Wind is an important and complex load and an important basis in the structural analysis and the design of high-rise structure. Based on Davenport wind spectrum, multi-dimensional fluctuating wind and random wind load of tall building structure are simulated by using harmonic wave superposition method. To investigate the coupling effect of wind loads, wind-structure system is solved with Wilson-θ step-by-step numerical integration method, and the wind load of Tall building structure subjected to fluid-structure interaction. Turbulence intensity and its variation are presented in this paper.

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