Estimation of fundamental periods of shear-wall dominant building structures

Earthquake Engineering and Structural Dynamics

Volumn 32, Issue 7, 2003, Pages 985-998

  Balkaya, Can ^a   Kalkan, Erol ^b  

^a MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

^b RENSSELAER POLYTECHNIC INSTITUTE   (United States)

Author keywords

Earthquake resistant design; Finite element modelling; Fundamental period; Shear wall; Torsion; Tunnel form technique

Indexed keywords

CODES (STANDARDS); FINITE ELEMENT METHOD; SEISMIC PROSPECTING; SHEAR WALLS; STRUCTURAL DESIGN;

SEISMIC CODES;

CONCRETE CONSTRUCTION;

EARTHQUAKE ENGINEERING; FINITE ELEMENT METHOD; MULTISTOREY BUILDING; REINFORCED CONCRETE; SEISMIC DESIGN; TORSION; WALL;

EID: 0037523305     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.258     Document Type: Article

References (7)

1. Ministry of Public Works and Settlement. Specification for Structures to be Built in Disaster Areas, Ankara, Turkey, 1998.
2. Uniform Building Code. International Conference of Building Officials, Whittier, CA, 1997.
3. Computer and Structures Inc. ETABS Ver. 7.22, Berkeley, CA, 2001.
4. Balkaya C, Kalkan E. Nonlinear seismic response evaluation of tunnel form building structures. Computers and Structures 2002; in press.
5. Tena-Colunga A, Abrams DP. Seismic behavior of structures with flexible diaphragms. Journal of Structural Engineering (ASCE) 1996; 122(4): 439-445.
6. Fleischman RB, Farrow KT. Dynamic behavior of perimeter lateral system structures with flexible diaphragms. Earthquake Engineering and Structural Dynamics 2001; 30:745-763.
7. Balkaya C, Schnobrich WC. Nonlinear 3-D behavior of shear-wall dominant RC building structures. Structural Engineering and Mechanics 1993; 1:1-16.