| contributor author | Rémy D. | |
| contributor author | Lequesne | |
| contributor author | Gustavo J. | |
| contributor author | Parra-Montesinos | |
| contributor author | James K. | |
| contributor author | Wight | |
| date accessioned | 2017-05-08T22:00:10Z | |
| date available | 2017-05-08T22:00:10Z | |
| date copyright | August 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000729.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68615 | |
| description abstract | The seismic behavior of coupling beams and walls constructed with tensile strain-hardening, high-performance fiber-reinforced concrete (HPFRC) was studied through tests of large-scale precast coupling beams and coupled walls. A precast coupling beam design was developed to speed up construction and minimize interference with wall reinforcement. Three isolated precast coupling beam specimens with a span/depth of 1.75 were tested under large displacement reversals. Test results indicate the use of HPFRC allows a reduction of the reinforcement required to achieve a stable coupling beam response by providing confinement and contributing to beam shear strength. A concrete design shear stress capacity of | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Behavior and Detailing of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled Wall Systems | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000687 | |
| tree | Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 008 | |
| contenttype | Fulltext | |
