Performance of tall buildings during the 21 September 1999 Chi-Chi earthquake, Taiwan

Structural Design of Tall Buildings

Volumn 9, Issue 2, 2000, Pages 137-160

  Naeim, Farzad ^a   Lew, Marshall ^b   Huang, Sampson C ^c   Lam, Howard K ^d   Carpenter, Lauren D ^e  

^a John A Martin & Associates Inc   (United States)

^b Law/Crandall   (United States)

^c Hart Consultant Group Inc   (United States)

^d Brandow and Johnston Associates   (United States)

^e WHL Consulting Engineers   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE CONSTRUCTION; EARTHQUAKE RESISTANCE; FAILURE (MECHANICAL); STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

CONSTRUCTION DEFECTS; MOMENT RESISTING FRAMES;

TALL BUILDINGS;

EID: 0033632828     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-1794(200005)9:2<137::AID-TAL149>3.0.CO;2-D     Document Type: Article

References (2)

1. Naeim F, Lew M, Huang SC, Lam HK, Carpenter LD. 2000a. Design practice for tall buildings in Taiwan. Structure and Design of Tall Buildings, 9(2): 107-115.
2. Naeim F, Lew M, Huang SC, Lam HK, Carpenter LD. 2000b. Typical construction practices for tall buildings in Taiwan. Structure and Design of Tall Buildings, 9(2): 117-136.