Performance of Conservatories under Wind and Snow Loads

Author:

Morcous G.1

Affiliation:

1. Assistant Professor, Construction Engineering and Management-Omaha, Charles W. Durham School of Architectural Engineering and Construction, College of Engineering, Univ. of Nebraska-Lincoln, 1110 South 67th St., PKI 105B, Omaha, NE 68182-0571 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Reference6 articles.

1. ASCE. (2005). “Standard 7-05 for minimum design loads for buildings and other structures.” ASCE 7-05 Reston Va.

2. LCI. (2006). “Lancaster conservatories catalogue.” Lancaster Conservatories Inc. ⟨www.lancasterconservatories.com⟩.

3. NDS. (2005). National design specifications (NDS) for wood construction ASD/LRFD AF&PA American Wood Association Washington D.C.

4. Wind Load Testing of Low Buildings to Failure at Model and Full Scale

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