Cyclic testing of built-up steel shear links for the new bay bridge

Journal of Structural Engineering

Volumn 129, Issue 6, 2003, Pages 801-809

  McDaniel, Cole C ^a   Uang, Chia Ming ^b   Seible, Frieder ^b  

^a Washington State University   (United States)

^b UNIVERSITY OF CALIFORNIA SAN DIEGO   (United States)

Author keywords

Bridge towers; Bridges; California; Cyclic tests; San Francisco

Indexed keywords

BRIDGE TOWERS; CALIFORNIA; CYCLIC TESTS; SAN FRANCISCO;

BRIDGES; CYCLIC LOADS; DEFORMATION; LOADING; PARAMETER ESTIMATION; SHEAR STRENGTH; TESTING;

STEEL;

EID: 10444277687     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:6(801)     Document Type: Article

References (8)

1. AASHTO. (1998). LRFD bridge design specifications, American Association of State Highway and Transportation Officials, Washington, D.C.
2. AISC. (1997), Seismic provisions for structural steel buildings, American Institute of Steel Construction, Chicago.
3. AISC. (1999). Load and resistance factor design, American Institute of Steel Construction, Chicago.
4. AISC. (2000). Seismic provisions for structural steel buildings, Supplement No. 2, American Institute of Steel Construction, Chicago.
5. Chi, B., and Uang, C. M. (2000). "Cyclic of steel shear links for the San Francisco Moscone Convention Center Expansion Project." Rep. No. TR 99/06, Dept. of Structural Engineering, Univ. of California, San Diego.
6. HKS. (2001). ABAQUS user's manual version 6.2, Hibbitt, Karlsson, & Sorensen, Inc., Pawtucket, R.I.
7. Itani, A. M. (1997). "Cyclic behavior of Richmond-San Rafael tower links." Rep. No. CCEER 97-4. Center for Civil Engineering Earthquake Research, Univ. of Nevada, Reno, Nevada.
8. Tang, M., Manzanarez, R., Nader, M., Abbas, S., and Baker, G. (2000). "Replacing the East Bay Bridge." Civ. Eng. (N.Y.), 70(10), 38-43.