How Masonry Buildings Resist Earthquakes East Northport NY

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

Local Companies

NEW YORK CITY BEST CONSTRUCTION CORP.
347-26-9950
25 BEECHWOOD PLACE
Massapequa Park, NJ
Cornell Masonry
(315) 387-2899
210 Caster Rd
Sandy Creek, NY
Baxter Tracy A
(315) 379-0866
34 W Main St
Canton, NY
Wolper Bros Contracting
(631) 289-1016
411 Long Island Ave
Medford, NY
Richard Constr Co
(212) 496-0399
341 W 71st St
New York, NY
Manhattan Contracting Corp.
(631) 584-5155
34 East Main Street
Smithtown, NY
Jt Mazzoli Inc
(631) 368-3131
762 Larkfield Rd
East Northport, NY
D'aprile Inc
(516) 783-1393
1907 Bellmore Ave
North Bellmore, NY
Natale Masonry Inc
(518) 348-0303

Rexford, NY
Northwoods Concrete
(518) 494-0138

Chestertown, NY
Data Provided by:
  

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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