Efficient seismic analysis of high-rise building structures with the effects of floor slabs

Engineering Structures

Volumn 24, Issue 5, 2002, Pages 613-623

  Lee, Dong Guen ^a   Kim, Hyun Su ^b   Hah Chun, Min ^c  

^a Sungkyunkwan University   (South Korea)

^b MIDAS Information Technology Co Ltd   (South Korea)

^c Skilling Ward Magnusson Barkshire   (United States)

Author keywords

Fictitious stiff beam; Flexural stiffness of slab; Matrix condensation; Substructuring technique

Indexed keywords

COMPUTER SOFTWARE; REINFORCED CONCRETE; SEISMOLOGY; STIFFNESS;

MATRIX CONDENSATION;

BUILDINGS;

BUILDING; FLOOR; REINFORCED CONCRETE; SEISMIC RESPONSE; SLAB; STIFFNESS;

ASIA;

EID: 0036569333     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(01)00126-2     Document Type: Article

References (9)

1. The effect of the floor slabs on the seismic response of multi-story building structures
2. An efficient model for seismic analysis of high-rise building structures with the effects of floor slabs
3. Substructuring and equation system solutions in finite element analysis
4. Efficient seismic analysis of building structures with eccentric beams
5. An efficient element for analysis of frames with shear walls
6. Finite element for shear walls in multistory frames