How Masonry Buildings Resist Earthquakes New Hartford NY

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

Local Companies

Two Brothers Mason Contractors
(845) 358-3518

West Nyack, NY
A1 Maintenance
(518) 732-7771
714 Schodack Landing Rd
Schodack Landing, NY
A Morreale Masonry
(585) 264-0513
322 E Commercial St
East Rochester, NY
Lamphere Contracting Corp
(518) 658-3702
Plank Rd
Berlin, NY
Block Construction Corp
(518) 356-5729
552 Notre Dame St
Schenectady, NY
Masonry Stoneledge
(315) 733-7243
4067 State Route 12
New Hartford, NY
Hm Construction & Concrete Inc
(718) 317-2273
7212 72 Ct
Staten Island, NY
Oceanville Mason Supply Co Inc
(516) 678-1523
2499 Long Beach Rd
Oceanside, NY
Island Hardscape Ltd
(631) 246-6370
3771 Nesconset Hwy Ste 213
South Setauket, NY
Daniels Masonry
(845) 586-4386
43485 State Highway 28
Arkville, 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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