How Masonry Buildings Resist Earthquakes Stony Brook NY

Because masonry buildings usually have many structural wall elements, they tend to be stiff laterally. Because masonry buildings in Stony Brook are stiff laterally, even moderate earthquakes can subject them to large shear loads at their base.

Local Companies

Deco Crete Inc
(631) 751-3326
6 Westwood Ave
Stony Brook, NY
Northwoods Concrete
(518) 494-0138

Chestertown, NY
Alta Construction Co
(516) 487-4396
8 Barstow Rd
Great Neck, NY
Hm Enterprises
(845) 688-7928
1404 Woodland Valley Rd
Phoenicia, NY
Capstone Construction Corp
(718) 855-6113
63 Flushing Ave
Brooklyn, NY
Manhattan Contracting Corp.
(631) 584-5155
34 East Main Street
Smithtown, NY
Sitescapes
(631) 689-9209
104 Christian Ave
Stony Brook, NY
Richard Constr Co
(212) 496-0399
341 W 71st St
New York, NY
Juarez & Son's Masonry
(631) 348-7144
3 Leaf Ave
Central Islip, NY
Gatti & Lopez Inc
(212) 246-7656
350 W 52nd St
New York, NY

Provided By:

Source: Masonry Construction
Publication date: January 1, 1990

By Richard E. Klingner

How vulnerable are masonry buildings to earthquakes? How can they be designed to resist earthquakes?

HOW MASONRY BUILDINGS RESPOND

Because masonry buildings usually have many structural wall elements, they tend to be stiff laterally. Because masonry buildings are stiff laterally, even moderate earthquakes can subject them to large shear loads at their base.

For a typical masonry building, these shear loads can be calculated in the following way: Base shear load= (building mass) x (earthquake ground acceleration) x (dynamic amplification factor).

MASONRY SEISMIC DESIGN

Though even moderate ground accelerations can subject masonry buildings to large shear loads, masonry buildings can still be designed to resist these loads. In general, the designer must estimate the lateral inertial forces acting on each element and provide for the transfer of these forces down to the foundation.

INELASTIC RESPONSE OF MASONRY BUILDINGS

A masonry building's earthquake resistance has been described here as a function of wall layout, wall area, and wall strength. These characteristics are often sufficient. Enough wall area can often be provided so that even during a strong earthquake the building's walls remain basically elastic, without any yielding of reinforcement. However, architectural constraints may limit the wall area that can be provided.

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