Prefabricated Brick Wall Panels: Economy or Nightmare?

Author(s):  
MJ Louis
Keyword(s):  
1999 ◽  
Vol 3 (4) ◽  
pp. 351-360
Author(s):  
Michael J. Louis

Prefabricated wall systems are becoming a popular element of building construction, lending themselves to streamlining construction schedules and reducing overall construction costs. They also offer the potential for increased quality due to assembly in controlled factory environments. This paper reviews basic principles and concepts for the design of waterproofing systems for prefabricated brick wall panels. Using a project case study, the author shows that failure to adhere to certain proven conventional practices can have serious adverse consequences.


2011 ◽  
Vol 11 (03) ◽  
pp. 431-450 ◽  
Author(s):  
S. CHITRA GANAPATHI ◽  
A. RAMA CHANDRA MURTHY ◽  
NAGESH R. IYER ◽  
N. LAKSHMANAN ◽  
N. G. BHAGAVAN

This paper presents the details of studies conducted on brick masonry units and wall panels. The investigation includes, compressive strength of brick unit, prisms, flexural strength evaluation, and testing of reinforced brick wall panels with and without opening. Nonlinear finite element analysis (FEA) of brick wall panels with and without opening has been carried out by simulating the actual test conditions. Constant vertical load is applied on the top of the wall panel and lateral load is applied in an incremental manner. The in-plane deformation is recorded under each incremental lateral load. Displacement ductility factors and response-reduction factors have been evaluated based on experimental results. From the experimental study, it is observed that fully reinforced wall panel without opening performed well compared to other types of wall panels in lateral load resistance and displacement ductility. In all the wall panels, shear cracks originated at loading point and moved toward the compression toe of the wall. The force-reduction factors of a wall panel with opening are much less when compared with fully reinforced wall panel with no opening. The displacement values obtained by nonlinear FEA were found to be in good agreement with the corresponding experimental values. The difference in the computed and experimental values is attributed to the influence of mortar joint which was not considered in FEA. The derived response-reduction factors will be useful for adopting elastoplastic design procedures for lateral forces generated due to earthquakes.


2020 ◽  
Vol 231 ◽  
pp. 117190
Author(s):  
Qasim Afzal ◽  
Safeer Abbas ◽  
Wasim Abbass ◽  
Ali Ahmed ◽  
Rizwan Azam ◽  
...  
Keyword(s):  

Author(s):  
R. R. Warner

Keratinocytes undergo maturation during their transit through the viable layers of skin, and then abruptly transform into flattened, anuclear corneocytes that constitute the cellular component of the skin barrier, the stratum corneum (SC). The SC is generally considered to be homogeneous in its structure and barrier properties, and is often shown schematically as a featureless brick wall, the “bricks” being the corneocytes, the “mortar” being intercellular lipid. Previously we showed the outer SC was not homogeneous in its composition, but contained steep gradients of the physiological inorganic elements Na, K and Cl, likely originating from sweat salts. Here we show the innermost corneocytes in human skin are also heterogeneous in composition, undergoing systematic changes in intracellular element concentration during transit into the interior of the SC.Human skin biopsies were taken from the lower leg of individuals with both “good” and “dry” skin and plunge-frozen in a stirred, cooled isopentane/propane mixture.


PCI Journal ◽  
1989 ◽  
Vol 34 (1) ◽  
pp. 102-119 ◽  
Author(s):  
Harry R. Foerster ◽  
Sami H. Rizkalla ◽  
J. Scott Heuvel

Author(s):  
Jaiden Olsen ◽  
Salam Al-Rubaye ◽  
Taylor Sorensen ◽  
Marc Maguire

PCI Journal ◽  
1998 ◽  
Vol 43 (3) ◽  
pp. 98-101 ◽  
Author(s):  
Jagdish C. Nijhawan

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