scholarly journals PERFORMANCE EVALUATION OF HIGH-RISE BUILDING CONSIDERING PLACEMENT AND ATTACH-TYPE OF VISCOUS WALL DAMPERS

2013 ◽  
Vol 19 (42) ◽  
pp. 425-430
Author(s):  
Shigehito WATANABE ◽  
Kohei SOETA ◽  
Daiki SATO ◽  
Haruyuki KITAMURA ◽  
Masato ISHII ◽  
...  
Keyword(s):  
Performance Evaluation ◽  
High Rise ◽  
High Rise Building

scholarly journals Structural Design and Performance Evaluation of a Mid-story Seismic Isolated High-Rise Building

2017 ◽  
Vol 6 (3) ◽  
pp. 227-235 ◽  
Author(s):  
Masatoshi Tamari ◽  
Tadashi Yoshihara ◽  
Masato Miyashita ◽  
Nobuyuki Ariyama ◽  
Masataka Nonoyama
Keyword(s):  
Performance Evaluation ◽  
Structural Design ◽  
High Rise ◽  
High Rise Building ◽  
And Performance

scholarly journals Feasibility of vertical photovoltaic system on high-rise building in Malaysia: performance evaluation

2017 ◽  
Vol 12 (3) ◽  
pp. 263-271 ◽  
Author(s):  
Azhar Ghazali ◽  
Elias Ilias Salleh ◽  
Lim Chin Haw ◽  
Sohif Mat ◽  
Kamaruzzaman Sopian
Keyword(s):  
Performance Evaluation ◽  
Photovoltaic System ◽  
High Rise ◽  
High Rise Building

scholarly journals Nonlinear Performance Evaluation of High Rise Building Structure

2019 ◽  
Vol 7 (1) ◽  
Author(s):  
Rifqi Fauzan ◽  
Erizal Basa ◽  
Asep Sapei
Keyword(s):  
Performance Evaluation ◽  
Damage Control ◽  
Plastic Hinge ◽  
Control Level ◽  
Performance Level ◽  
Building Structures ◽  
Building Structure ◽  
High Rise ◽  
High Rise Building ◽  
Performance Point

Performance evaluation can provide information on how far an earthquake will affect building structure. This is important for evaluating the seismic behavior of post-yield building structures. The purposes of this study were to evaluate the story shear force that occurred, evaluate the distribution of plastic hinge, and evaluate the high rise building structure performance level during an earthquake. This research was conducted using static nonlinear analysis and calculated using capacity spectrum method. The plastic hinges that formed in the global-x and global-y direction were 1 and 52. Several elements are in collapse prevention level. This shows the element behavior and performance on performance point were not good. The performance level of building structure based on the calculation was damage control. The results show that the building structure was not efficient enough, because for a return period of 2500 years based on SNI 1726-2012, building performance was expected at damage control level.

Control Performance Evaluation of Outrigger Damper System of Eccentrically Loaded High-Rise Building

2017 ◽  
Vol 17 (2) ◽  
pp. 43-51
Author(s):  
Su-Jin Kim ◽  
◽  
Su-Geun Kim ◽  
Ho-Geun Kang ◽  
Hyun-Su Kim ◽  
...  
Keyword(s):  
Performance Evaluation ◽  
Control Performance ◽  
High Rise ◽  
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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