Los Angeles City Hall

Structural Design of Tall Buildings

Volumn 9, Issue 1, 2000, Pages 3-24

  Youssef, Nabih ^a   Nuttall, Brent ^a   Hata, Owen ^a   Tahtakran, Onik ^b   Hart, Gary C ^c  

^a Nabih Youssef and Associates   (United States)

^b AC Martin Partners Inc   (United States)

^c UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEARINGS (STRUCTURAL); DAMPING; EARTHQUAKE RESISTANCE; OFFICE BUILDINGS; RUBBER PRODUCTS; STEEL STRUCTURES; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

RUBBER BEARINGS; SEISMIC STRENGTHENING; VISCOUS DAMPERS;

TALL BUILDINGS;

EID: 0033749908     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-1794(200003)9:1<3::AID-TAL141>3.0.CO;2-R     Document Type: Article

References (9)

1. Hart GC, Srinivasan M, Hart Consultant Group, Raggett JD, West Wind Laboratory. 1993. Wind study of Los Angeles City Hall for NYA.
2. Habibullah A. 1989. ETABS users manual. Computers and Structures Inc.: Berkeley, CA.
3. Wilson EL, Habibullah A. 1992. SAP90 Structural analysis users manual. Computers and Structures Inc.: Berkeley, CA.
4. Youssef N, Nuttall B, Hata O. 1994. The seismic rehabilitation of the Los Angeles City Hall. Structural Engineering Seminar: Seismic Base Isolation. Structural Engineers Association of Southern California, Los Angeles, CA.
5. Ewing RD, El-Mustapha AM, Kariotis JC. 1990. FEM/I - a finite element program for the nonlinear static analysis of reinforced masonry building components. EKEH.
6. Kariotis JC, Rahman AMD, Waqfi OM, Ewing RD. 1992. LPM/BI Version 1.03 - A computer program for the nonlinear dynamic analysis of lumped parameter models. EKEH.
7. Nagarajaiah S, Reinhorn AM, Constantinou MC. 1991. 3D-Basis nonlinear dynamic analysis of three dimensional base Isolated structures - Part I. Report 91-0005, National Center for Earthquake Engineering Research, Buffalo, NY.
8. Youssef N, Nuttall B, Rahman A, Tahtakran O. 1995. The role of reinforced concrete in the stiffening and strengthening above base isolation for a tall historic landmark: Los Angeles City Hall. In Third National Concrete and Masonry Engineering Conference, San Francisco, CA,
9. Youssef N. 1994. The influence of modeling assumptions on the predicted behavior of unreinforced masonry infill structures. In Proceedings of the NCEER Workshop on Seismic Response of Masonry Infills, San Francisco, CA.