Curtain walls are the first structural element that subjected to wind loads. Wind loads controls the structural design of curtain walls which are discussed.
Discy Latest Articles
Failure Modes of RCC Beams Strengthened with NSM FRP Techniques
The near surface mounted strengthening of reinforced concrete beams improves its flexural strength. Failure modes of such beams is discussed.
Cable Supported Bridge Conceptual Seismic Design and its Components
Conceptual design of cable supported bridge starts with determining the type of the cable supported bridge to be designed and its suitable location.
Causes of Excessive Deflections in Reinforced Concrete Slabs
Deflection of reinforced concrete slab is acceptable to a certain amount and there are limitations which are established by applicable Codes to specify the amount of deflection which is acceptable.
Design of Masonry Structures for Accidental Damage -Types of Accidental Loads
Accidental damages in masonry structures occur due to unexpected loads. Design of masonry structures for accidental damages due to various types of accidental loads are discussed.
Methods to Improve Ductility of RCC Beams with Fiber Reinforced Polymer Bars
The ductility of beams reinforced with FRP bars are the major concern because of the linear elastic behavior up to rupture without yielding of FRP materials.
How to Control Deflection of Reinforced Concrete Beams and Slabs?
In most cases design of reinforced concrete beams and slabs is governed by deflection rather than strength. Various measures to control deflections of RCC beams and slabs are explained in this article.
Strengthening of RCC Beams in Shear using Externally Bonded FRP Plates or Strips
Strengthening of reinforced concrete beams with FRP reinforced systems (FRP plate or strips) have been utilize from around 1980s. FRP systems can be used for increasing shear strength of reinforced concrete beams by completely or partially wrapping FRP systems around ...