2003
DOI: 10.3130/aijt.9.97_1
|View full text |Cite
|
Sign up to set email alerts
|

WIND RESPONSES OF A TOWER SUPPORTED STEEL STACK(Structures)

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
5
0

Year Published

2012
2012
2020
2020

Publication Types

Select...
3

Relationship

0
3

Authors

Journals

citations
Cited by 3 publications
(6 citation statements)
references
References 0 publications
0
5
0
Order By: Relevance
“…A concentrated load was applied by the test bench to the horizontal center 0.29m away from the rotary axis of the soundproof plate. Results of measurements of gusts of wind [5], indicated that the load increment speed in the case of gusts could be assumed to be about 15N/s. The test bench load application speed , i.e.…”
Section: Test Methodsmentioning
confidence: 99%
“…A concentrated load was applied by the test bench to the horizontal center 0.29m away from the rotary axis of the soundproof plate. Results of measurements of gusts of wind [5], indicated that the load increment speed in the case of gusts could be assumed to be about 15N/s. The test bench load application speed , i.e.…”
Section: Test Methodsmentioning
confidence: 99%
“…The crack width of the unit panel is related to the volume ratio, the aspect ratio and the bonding property of the steel fiber. Therefore, the formula (8) needs to be modified. The effect of steel fiber on the maximum crack width is now discussed.…”
Section: Calculation Of Maximum Crack Widthmentioning
confidence: 99%
“…Due to the high strength of RPC and the incorporation of steel fiber, the stress of the rebar in the panel will decrease with the increase of the strength of the matrix and the increase of the dosage of the steel fiber. The formula (8) has been modified to the formula (10) in the reference [21].…”
Section: Stress Of Tensile Reinforcementmentioning
confidence: 99%
See 2 more Smart Citations