How Masonry Buildings Resist Earthquakes Deer Park NY

Because masonry buildings usually have many structural wall elements, they tend to be stiff laterally. Because masonry buildings in Deer Park 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
Insogna Timothy Full Masonary Service
(518) 725-2155
172 County Highway 157
Gloversville, NY
Antrim Masonry Corp
(212) 921-4001
15 Park Row
New York, NY
A Leto Asphalt & Consulting
(518) 887-5569

Rotterdam Junction, NY
Iovino Mason Contractor
(516) 334-4636
50 Swalm St
Westbury, NY
Manhattan Contracting Corp.
(631) 584-5155
34 East Main Street
Smithtown, NY
Capstone Construction Corp
(718) 855-6113
63 Flushing Ave
Brooklyn, NY
Rad & D'aprile Inc
(516) 826-9218
2128 Bellmore Ave
Bellmore, NY
Van Alphen Brothers Inc
(718) 981-7518
705 Van Duzer St
Staten Island, NY
Barnes Construction
(716) 665-4332
65 E Main St
Falconer, 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.

Click here to read full article from Masonry Construction

Related Articles
- Grout Pumps Deer Park NY
The GHP 2000 pump handles grout or shotcrete, and is effective in grouting small ICF projects. The product is powered by a 20-hp gasoline engine and delivers 7 cu yd of grout/hr. It has a peristaltic pump, comes with built-in jack stands to stabilize the machine, and weighs 1000 lb.
- Galvanized Wall Ties Deer Park NY
- Flue Liners for Masonry Chimneys Deer Park NY
- Inner Corner at Base of Wall Deer Park NY
- Flashing Factors Deer Park NY
- Graphisoft EcoDesigner Deer Park NY
- Flashing at Sills Deer Park NY
- Hand-Held Power Saws Deer Park NY
- High Cement Content Problems Deer Park NY
- Galvanized Wall Ties Deer Park NY