How Masonry Buildings Resist Earthquakes Webster NY

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

Local Companies

Casa Mason Corp
(718) 966-0166
185 Mason Blvd
Staten Island, NY
Green Isle Contrctng
(516) 488-3800
153A Woodbine Ct
Floral Park, NY
Sam's Masonry Corp
(631) 451-0622
14 Hickory Ave
Farmingville, NY
Barber W & M
(631) 928-7401
19 S Columbia St
Port Jefferson Station, NY
Rjc Contracting Corp
(631) 265-5448
19 Hillcrest Dr
Smithtown, NY
Antetomaso Construction Corp
(585) 671-9770
1681 Empire Blvd
Webster, NY
Spinks Craig
(607) 583-2570
8833 W Waneta Lake Rd
Hammondsport, NY
Jdr Masonry Services
(518) 785-7947
11 Bittersweet Ln
Clifton Park, NY
Vicent & Sons Masonary
(631) 267-6032
112 Watersedge
East Hampton, NY
Creative Brick
(914) 375-2965
150 Harrison Ave
Yonkers, 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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