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Displacement Based Assessment of Rc Columns with Limited Shear Resistance by
  • Miranda, Pio A [author]
  • Calvi, Gian Michele [author]
  • Priestley, M. J. Nigel [author]
Material type: Text Text
Language: English
Publication details: Pavia : IUSS Press, c2005
Online access:
Availability: Items available for loan: Circulation Section (1)Location, call number: Circulation Section 624.18341 MIR.
Effect of Reinforcement Details on Seismic Behavior of Precast Concrete Wali-Steel Coupling Beam Systems by
  • lim, Woo-Young
  • Kang, Thomas H.-K
  • Hong, Sung-Gul
Source: ACI Structural Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Shear Resistance and Cracking Behaviour of Srfc Beams with and with out Axial Loa by
  • Ding, Yining
  • liu, Hekai
  • Ning, Xiliang
  • Zhang, Yulin
Source: Magazine of Concrete Research
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Utilising Confinement Reinforcement for Shear Resistance in Reinforced Concrete Structures by
  • Jaafar, Kamal
Source: Magazine of Concrete Research
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Influence of Stirrup Spacing on Shear Resistance of Reinforced Concrete Beams by
  • Murty, D. Sree Rama Chandra
  • Papa Rao, G
Source: Magazine of Concrete Research
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Shear-Resistant Design of Biaxially Loaded RC Beams by
  • Mark, P
Source: Magazine of Concrete Research
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Pull-Out Resistance Mechanism of A Soil Nail Rein Forcement in Dilative Soils. by
  • Yong, K. Y
  • Tan, S. A
  • Luo, S.Q
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
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