Unreinforced concrete and masonry bearing wall construction (designed for gravity loads only)

jalal-dabeek's picture
Published at: 
World housing Encyclopedia (an encyclopedia of housing construction in seismically active area of the world),earthquake engineering research institute )EERI), oakland, california, USA and International Association for Earthquake Engineering (IAEE), part 49
Year: 
2002

This building type is usually found in most cities of the West Bank and less often in the Gaza Strip. It is a traditional, non-engineered, low-rise construction practice. The main lateral load-resisting system consists of bearing walls with unreinforced concrete strip foundation. The interior masonry walls consist of plain concrete (system #2) or two wythe stone masonry walls filed with plain concrete (system #1). The exterior bearing walls consist of stone masonry facing with a plain concrete backup. Wall thickness ranges from 400 to 500 mm (system #1) to 300-mm thickness in system #2. It is important to note that system #1 represents the old practice for bearing-wall construction while system #2 represented the new trend which was developed and used from the 1950s to the 1970s. This construction is not to practiced at the present time.