Testing the applicability of design code provisions - case of unconventional shear reinforcement

2021 ◽  
pp. 1-15
Author(s):  
Kamal Jaafar
Keyword(s):  
Shear Reinforcement ◽  
Design Code ◽  
Code Provisions

Canadian Bridge Design Code Provisions for Fiber-Reinforced Structures

2000 ◽  
Vol 4 (1) ◽  
pp. 3-15 ◽  
Author(s):  
Baidar Bakht ◽  
George Al-Bazi ◽  
Nemy Banthia ◽  
Moe Cheung ◽  
Marie-Anne Erki ◽  
...  
Keyword(s):  
Fiber Reinforced ◽  
Design Code ◽  
Bridge Design ◽  
Code Provisions

scholarly journals The Elastic Critical Load of Single Angle Columns

2016 ◽  
Vol 10 (1) ◽  
pp. 564-570 ◽  
Author(s):  
Ailin Zhang ◽  
Qingfang Zhang ◽  
Chao Sun
Keyword(s):  
Critical Load ◽  
Principal Axis ◽  
Minor Axis ◽  
Design Code ◽  
Torsional Buckling ◽  
Equal Angle ◽  
Angle Section ◽  
Present Design ◽  
Flexural Torsional Buckling ◽  
Code Provisions

The design of single angle columns requires the ability to predict their flexural-torsional buckling strengths and flexural buckling strengths about the minor principal axis. Present design code provisions are quite different. This paper presents close approximations for the elastic critical load of equal angle section columns. It is found that the member capacities are less than the minor axis capacity at low slenderness and almost remain constant. A formula of the balance point is proposed which is simpler and better understanding.

Reliability-based evaluation of design code provisions for circular concrete-filled steel columns

2009 ◽  
Vol 31 (10) ◽  
pp. 2299-2308 ◽  
Author(s):  
André T. Beck ◽  
Walter L.A. de Oliveira ◽  
Silvana De Nardim ◽  
Ana L.H.C. ElDebs
Keyword(s):  
Design Code ◽  
Steel Columns ◽  
Code Provisions

Seismic behaviour and design code provisions for predicting the capacity of ductile slender reinforced masonry shear walls

2020 ◽  
Vol 222 ◽  
pp. 110992
Author(s):  
B.R. Robazza ◽  
S. Brzev ◽  
T.Y. Yang ◽  
K.J. Elwood ◽  
D.L. Anderson ◽  
...  
Keyword(s):  
Shear Walls ◽  
Design Code ◽  
Seismic Behaviour ◽  
Reinforced Masonry ◽  
Code Provisions

Reliability-Based Assessment of Design Code Provisions for Circular CFT Stub Columns

2012 ◽  
Vol 15 (11) ◽  
pp. 1921-1933 ◽  
Author(s):  
Zhao-Hui Lu ◽  
Yan-Gang Zhao ◽  
Zhi-Wu Yu ◽  
Qing-Yuan Xu
Keyword(s):  
Design Code ◽  
Stub Columns ◽  
Code Provisions

scholarly journals Code provisions for confining steel in potential plastic hinge regions of columns in seismic design

1980 ◽  
Vol 13 (1) ◽  
pp. 60-70
Author(s):  
R. Park ◽  
M. J. N. Priestley
Keyword(s):  
New Zealand ◽  
Seismic Design ◽  
Plastic Hinge ◽  
Design Code ◽  
Seismic Codes ◽  
Code Provisions

A summary is given of the provisions for both circular and rectangular confining steel in potential plastic hinge zones of columns, as specified in the seismic codes of various countries. In particular, a comparison is made between New Zealand and overseas recommendations. The background to the confining steel provisions recommended in the draft SANZ Concrete Design Code is outlined.

Canadian Bridge Design Code Provisions for Fiber-Reinforced Structures

2001 ◽  
Vol 5 (2) ◽  
pp. 137-138
Author(s):  
Ayman M. Okeil ◽  
Sherif El-Tawil ◽  
Mohsen Shahawy ◽  
Baidar Bakht ◽  
George Al-Bazi ◽  
...  
Keyword(s):  
Fiber Reinforced ◽  
Design Code ◽  
Bridge Design ◽  
Code Provisions
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