Structural Performance of Steel Reinforced PVA-ECC Beams Subjected to Fatigue Flexural Loading

2019 ◽  
pp. 419-426
Author(s):  
Dan Meng ◽  
Y. X. Zhang ◽  
C. K. Lee
Keyword(s):  
Structural Performance ◽  
Flexural Loading

scholarly journals Structural Performance of Steel-Concrete Composite Column Subjected to Axial and Flexural Loading

2006 ◽  
Vol 5 (1) ◽  
pp. 153-160 ◽  
Author(s):  
Myoung-Ho Oh ◽  
Young-Kyu Ju ◽  
Myeong-Han Kim ◽  
Sang-Dae Kim
Keyword(s):  
Structural Performance ◽  
Composite Column ◽  
Flexural Loading

STRUCTURAL PERFORMANCE OF POST-INSTALLED REBAR ANCHOR PART 2: ANCHOR PERFORMANCE OF POST-INSTALLED REBAR WITH SMALL PLATE

2020 ◽  
Vol 85 (778) ◽  
pp. 1587-1597
Author(s):  
Tomoaki SUGIYAMA ◽  
Hideo ONO ◽  
Yutaka ISOZUMI ◽  
Hideyoshi WATANABE
Keyword(s):  
Structural Performance

Effectiveness of Location and Number of Multiple Tuned Mass Damper for Seismic Structures

2020 ◽  
Vol 9 (6) ◽  
pp. 780-783
Keyword(s):  
Seismic Response ◽  
Software Tool ◽  
Tuned Mass Damper ◽  
Structure Study ◽  
Structural Performance ◽  
Mass Ratio ◽  
Tuned Mass Dampers ◽  
Maximum Reduction ◽  
Mass Damper ◽  
Earthquake Data

Tuned mass dampers (TMD) are one of the most reliable devices to control the vibration of the structure. The optimum mass ratio required for a single tuned mass damper (STMD) is evaluated corresponding to the fundamental natural frequency of the structure. The effect of STMD and Multiple tuned mass dampers (MTMD) on a G+20 storey structure are studied to demonstrate the damper’s effectiveness in seismic application. The location and number of tuned mass dampers are studied to give best structural performance in maximum reduction of seismic response for El Centro earthquake data. The analysis results from SAP 2000 software tool shows damper weighing 2.5% of the total weight of the structure effectively reduce the response of the structure. Study shows that introduction of 4-MTMD at top storey can effectively reduce the response by 10% more in comparison to single tuned mass damper. The use of MTMD of same mass ratio that of STMD is more effective in seismic response.

scholarly journals RESEARCH STUDY ON STRUCTURAL PERFORMANCE OF CONCRETE FILLED STEEL TUBULAR COLUMNS

2002 ◽  
Vol 8 (16) ◽  
pp. 129-134
Author(s):  
Toshiaki FUJIMOTO ◽  
Hirokazu TANAKA ◽  
Toshihiko DEMIZU ◽  
Koji NISHIUCHI ◽  
Hiroki UEDA ◽  
...  
Keyword(s):  
Research Study ◽  
Structural Performance ◽  
Tubular Columns

Mechanical and structural performance evaluation of pervious interlocking paver blocks

2021 ◽  
Vol 292 ◽  
pp. 123438
Author(s):  
Arjun Siva Rathan R.T. ◽  
Aravinda Sai V ◽  
Sunitha V
Keyword(s):  
Performance Evaluation ◽  
Structural Performance
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