Title :
Seismic response analysis of simply supported skew hollow slab bridge and the research of aseismatic construction
Author :
Zhang Wen-xian ; Huang Jin-fen ; Mu Ya-nan
Author_Institution :
Sch. of Resources & Civil Eng., Northeastern Univ., Shenyang, China
Abstract :
Simply supported slab bridges are used extensively in China. How to make them stand firmly when they encounter a great earthquake is necessary. With a conclusion of seismic hazard feature of simply supported slab bridges and Midas/civil, this paper studies the seismic behavior of a simply supported skew slab bridge in Wenchan, county Sichuan province and get the seismic response and structure´s weak link of the bridge. A new method to prevent the slab from falling off is put forward.
Keywords :
bridges (structures); construction industry; earthquake engineering; slabs; structural engineering; China; Sichuan province; Wenchan; aseismatic construction; seismic behavior; seismic hazard; seismic response; seismic response analysis; skew hollow slab bridge; skew slab bridge; structure weak link; Bridges; Civil engineering; Earthquakes; Educational institutions; Publishing; Road transportation; Slabs; aseismatic construction; finite element model; plastic hinge; simply supported slab bridge; tensility of pier;
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
DOI :
10.1109/ICETCE.2011.5774291