Engineered bamboo I-joists

Journal of Structural Engineering

Volumn 136, Issue 12, 2010, Pages 1619-1624

  Aschheim, Mark ^a   Gil Martín, Luisa María ^b   Hernández Montes, Enrique ^b  

^a SANTA CLARA UNIVERSITY   (United States)

^b UNIVERSITY OF GRANADA   (Spain)

Author keywords

Bamboo I joists; Design values; Flexural strength; Rapidly renewable materials; Shear strength; Stiffness; Sustainable materials

Indexed keywords

BAMBOO SPECIES; CONSTRUCTION APPLICATIONS; DESIGN VALUE; DESIGN VALUES; DEVELOPED COUNTRIES; FINGER JOINTS; HYBRID APPROACH; I BEAMS; NONUNIFORMITY; RENEWABLE MATERIALS; SUSTAINABLE MATERIALS; WEB MATERIALS; WOOD I-JOISTS;

BENDING STRENGTH; ELASTIC MODULI; FLANGES; MATERIALS; POLES; SHEAR STRENGTH; STIFFNESS;

BAMBOO;

EID: 81855191364     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000235     Document Type: Article

References (4)

1. ASTM. (1998). " Standard practice for evaluating allowable properties for grades of structural lumber.." D2915-98, West Conshohocken, Pa.
2. ASTM. (2000). " Standard specification for establishing and monitoring structural capacities of prefabricated wood I-joists.." D 5055-00a, West Conshohocken, Pa.
3. ICC Evaluation Service, Inc. (2000). " Acceptance criteria for structural bamboo.." AC162, Whittier, Calif.
4. ICC Evaluation Service, Inc. (2004). " Acceptance criteria for prefabricated wood I-joists.." AC14, Whittier, Calif.