Evaluation of Mean Wind Force Coefficients for High-Rise Building Models with Rectangular Cross-Sections and Aspect Ratio’s of 6 and 8

2014 ◽  
pp. 597-612
Author(s):  
A. Abraham ◽  
S. Chitra Ganapathi ◽  
G. Ramesh Babu ◽  
S. Saikumar ◽  
K. R. S. Harsha Kumar ◽  
...  
Keyword(s):  
Cross Sections ◽  
Wind Force ◽  
Force Coefficients ◽  
High Rise ◽  
High Rise Building ◽  
Building Models

scholarly journals CHARACTERISTIC OF HIGHER MODE RESPONSE OF HIGH-RISE BUILDING UNDER FLUCTUATING WIND FORCE

2012 ◽  
Vol 18 (38) ◽  
pp. 79-84
Author(s):  
Hiroyuki HIRAI ◽  
Keisuke YOSHIE ◽  
Daiki SATO ◽  
Yuya SUZUKI ◽  
Haruyuki KITAMURA
Keyword(s):  
Wind Force ◽  
High Rise ◽  
High Rise Building ◽  
Fluctuating Wind ◽  
Mode Response

scholarly journals Design and Evaluation of Residential Building Along with Floating Column

2020 ◽  
Vol 10 (1) ◽  
pp. 255-258
Keyword(s):  
Urban Areas ◽  
Residential Building ◽  
Project Work ◽  
High Rise ◽  
High Rise Building ◽  
Building Models

In the epoch of Construction multi-storied building with floating column plays a serious role in urban areas of India. These floating columns are mainly used for justifying the space availability within the construction and to urge good architectural view of the building. A residential high -rise building consisting of G+7 has been chosen for polishing off project work. The work was disbursed considering different cases of removal of columns in several positions and in various floors of the building. The building models are designed by using the software E-TABs 2018 and models of buildings are analyze and refined followed by IS 456-2000 guidelines.

Engineering Mechanics in Whipping Effect of High-Rise Building

2014 ◽  
Vol 540 ◽  
pp. 173-176 ◽  
Author(s):  
Lu Jiang Yang ◽  
De Wen Liu ◽  
Zhong Li Guo ◽  
Jing Li ◽  
Bi Hui Dai
Keyword(s):  
Horizontal Displacement ◽  
Seismic Load ◽  
Maximum Displacement ◽  
Vertical Stiffness ◽  
High Rise ◽  
High Rise Building ◽  
Building Models ◽  
Cantilever Structure ◽  
Displacement Angle ◽  
Engineering Mechanics

When the vertical stiffness is fixed up uneven, and there is some prominence in top, or he vertical stiffness changes suddenly, the amplitudethe and horizontal displacement of the top in high-rise building will increases fiercely, this phenomenon is whipping lash effect. It is harmful to the whipping lash effect in the top of the high-rise building when it is forced, moved and deformed, the phenomenon of whipping lash effect is evident in high-rise building. In order to research the essence of the whipping lash effect and avoid it, firstly the whipping lash effect is introduced, also we have distinguished the whipping lash effect and cantilever structure by analysising the non-statically structure and statically structure. Then we have made three different high-rise building models which are put on the dead load, live load and horizontal seismic load, also we have gotten the maximum displacement, maximum displacement angle, velocity, acceleration, shear force and moment, then we have analysised and compared displacement, movement and force. Finally, we have concluded:“The vertical stiffness should be fixed up consistency and changed uniformly in order to reduce the influence of the whipping lash effect in the high-rise building.

Partial Collapse During Construction of a High Rise Building Due to Fire

2005 ◽  
Vol 90 (5) ◽  
pp. 42-48
Author(s):  
Predrag L. Popovic ◽  
Richard C. Arnold
Keyword(s):  
High Rise ◽  
High Rise Building
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