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Unreinforced masonry

As mentioned in the introduction, a permanent gravity wall system could be constructed of stone masonry, unreinforced concrete or reinforced concrete. Some projects utilize rigid boxes filled with soil... [Pg.310]

Possible minor structural damage to buildings and severe damage to trailer-type buildings and unreinforced masonry load-bearing wall buildings Personnel injury from debris is likely... [Pg.24]

Building 5—A motor control center (MCC) constructed of unreinforced masonry. An electrician spends 1 hour a day monitoring equipment in the MCC. The MCC provides power for process equipment critical to the continued operation of the facility. Critical power for safety shutdown equipment for both Process Units 1 and 2 is located in Building 5. [Pg.46]

Building 6—An analyzer building, constructed of unreinforced masonry. A technician spends 2 hours a day in the building calibrating the equipment. [Pg.46]

Masonry, both reinforced and unrein forced, is a common construction material in petrochemical facilities. However, unreinforced masonry is inappropriate in blast resistant design due to its limited strength and its nonductile failure mechanisms. Reinforced masonry walls with independent structural framing for vertical loads arc commonly used in blast resistant design. [Pg.192]

Walls - Unreinforced masonry wall spanning between foundation and roof (one-way). Roof - One-way reinforced concrete slab. [Pg.253]

Note that though unreinforced masonry is not recommended for blast design due to a lack of ductility, it is often encountered in existing buildings. [Pg.253]

For unreinforced masonry, the failure mode is based on tensile cracking. To avoid the resulting catastrophic failure, the wall must remain elastic. Thus, pa = 1.0... [Pg.254]

For unreinforced masonry, flexure is based on the cracking strength of the masonry. [Pg.255]

BS 5628 Code of practice for use of masonry . Part 1 Structural use of unreinforced masonry , 1992 Part 2 Structural use of reinforced and prestressed masonry , 1995 Part 3 Materials and components, design and workmanship , 1985 (being revised 1997). [Pg.297]

ACI 440.7R-10 (2010). Guide for the Design and Construction of Externally Bonded Fibre-Reinforced Polymer Systems for Strengthening Unreinforced Masonry Structures. [Pg.123]

Reinforced concrete Concrete containing a network of reinforcing steel bars to make a composite material that is strong in tension as well as in compression. Smaller volumes of material can therefore be used to make beams, bridge spans, etc, compared vith unreinforced concrete, brick or masonry. [Pg.21]

Seismic Behavior of Thin-Bed Layered Unreinforced Clay Masonry Shear Walls Including Soundproofing Elements... [Pg.77]

Calio I, Marietta M, Panto B (2012) A new discrete element model for evaluation of the seismic behaviour of unreinforced masonry buildings. Eng Struct 40 327—338 Degee H, Lascar L (201 la) Cyclic shear behaviour of clay masonry walls - Part 1 walls including acoustic devices or with a door opening. Research report, Departement Argenco, Univerisity of... [Pg.94]

Assessing Seismic Vulnerability of Unreinforced Masonry Walls Using Elasto-Plastic Damage Model... [Pg.95]

Unreinforced masonry (URM) construction is one of the oldest types of structures in human history. This type of construction is still being used up to the present day in many urban areas as bearing walls, and in other areas in heritage type of construction. [Pg.95]

Assessing Seismic Vulnerability of Unreinforced Masonry Walls. [Pg.99]


See other pages where Unreinforced masonry is mentioned: [Pg.94]    [Pg.120]    [Pg.140]    [Pg.158]    [Pg.158]    [Pg.163]    [Pg.206]    [Pg.290]    [Pg.430]    [Pg.276]    [Pg.114]    [Pg.349]    [Pg.239]    [Pg.19]    [Pg.28]    [Pg.77]    [Pg.78]    [Pg.91]    [Pg.94]    [Pg.95]    [Pg.97]   
See also in sourсe #XX -- [ Pg.77 , Pg.78 , Pg.79 , Pg.80 , Pg.81 , Pg.82 , Pg.83 , Pg.84 , Pg.85 , Pg.86 , Pg.87 , Pg.88 , Pg.89 , Pg.90 , Pg.91 , Pg.92 ]




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