Collapsing process simulations of timber structures under dynamic loading II: Simplification and quantification of the calculating method

Journal of Wood Science

Volumn 49, Issue 6, 2003, Pages 499-504

  Nakagawa, Takafumi ^a   Ohta, Masamitsu ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

Computer simulation; Distinct element method; Shear wall; Timber frame structure

Indexed keywords

COMPUTER SIMULATION; DYNAMIC LOADS; PLYWOOD;

EXTENDED DISTINCT ELEMENT METHOD (EDEM); SIMULATION MODEL;

TIMBER;

FORESTS; PLY WOOD; SHEAR TESTS;

EID: 1042268328     PISSN: 14350211     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10086-002-0507-5     Document Type: Article

References (6)

1. Nakagawa T, Ohta M (2003) Collapsing process simulations of timber structures under dynamic loading I: simulations of two-story frame models. J Wood Sci 49:392-397
2. Ohno Y, Okabe M, Sakuma H, Shimoyashiki T (2001) Comparison of tie-rod system with hold-down system under horizontal loading test for shear wall (in Japanese). In: Summaries of technical papers of the annual meeting of the Architectural Institute of Japan, C-1, structure III, Tokyo, pp 309-310
3. Nagaoka K, Tsuchimoto T, Ohta M (1999) Fracturing process analysis of joint connections of Japanese frame constructions under different deformation rate. In: Proceedings of the Pacific timber engineering conference, vol 3, Rotorua, pp 303-308
4. Inayama M (1991) The theory and application for crashing in wood (in Japanese). Doctoral dissertation. University of Tokyo
5. Meguro K, Hakuno M (1988) Fracture analyses of concrete structures by granular assembly simulation (in Japanese). Bull Earthquake Res Inst 63:409-468
6. Japan 2 × 4 Builders Association (1998) Structural design guidelines for wood frame construction (in Japanese). Japan 2 × 4 Builders Association