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	题名	作者	年代	出处	被引量
1	Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading 显示文摘	Cheok Geraldine S Lew H S	1993	PCIJournal1993，，4：	1
2	Cyclic load test on prestressed and partially prestressed beam-column joints 显示文摘	PARK R THOMPSPON K J	1977	PCIJournal1977，22，5：	1
3	Precast Prestressed Pedestri- an Bridge-World's First Reactive Powder Concrete Structure显示文摘	Blais P Y Conture M	1999	PCIJournal1999，，5：	1
4	Horizontal con-nections for precast concrete shear walls subjected to cy-clic deformations part 1 : mild steel connections显示文摘	Soudki K A Rizkalla S H LeBlanc B		PCIJournal \995 4{)(4)0，7896，：	1
5	Preview of PCI's Japan earthquake reconnaissance team report 显示文摘	Sause R Frosch R Ghosh S K	2012	PCIJournal2012，57，1：	1
6	Behavior and design of shear connections for load bearing wall panels 显示文摘	Foerster H R Rizkalla S H Heuvel J S	1989	PCIJournal1989，34，1：	1
7	Prestress Losses in Partially Prestressed High Strength Concrete Beams 显示文摘	Antoine E Naaman Ali M Hamza	1993	PCIJOURNAL1993，38，3：	1
8	Behavior of HPFRC connections forprecast concrete frames under reversed cyclic loading 显示文摘	Vasconez R M Antoine E N	1998	PCIJournal1998，43，6：	1
9	Camber and Prestress Losses inAlabama HPC Bridge Girders显示文摘	Micheal Stallings J Barnes R W Eskildsen S	2003	PCIJOURNAL2003，54，5：	1
10	A new structurally andthermally efficient precast sandwich panel system 显示文摘	Salmon D C Tadros M K Culp T	1994	PCIJournal1994，39，4：	1
11	Preliminary results and conclusions from the PRESSS five-story precast concrete test building 显示文摘	PRIESTLEY M J N SRI SRITHARAN CONLEY JAMES R	1999	PCIJournal1999，44，6：	1
12	Behavior and design of shear connections for loadbearing wall panels 显示文摘	FOERSTER H R RIZKALLA S H HEUVEL J S	1989	PCIJournal1989，34，1：	1
13	Innovative Composite Precast Prestressed Preeambered U-Shaped Concrete Deck for Belgium's High Speed Railway Trains显示文摘	Staquet S Rigor G Detandt H	2004	PCIJournal2004，49，6：	1
14	Experimental and analytical investigation of stainless steel anchor for CFRP prestressing tendons 显示文摘	A1-Mayah A Soudki K Plumtree A	2001	PCIJournal2001，46，2：	1
15	Behavior of Unbonded Post-tensioned Precast Concrete Connections with Different Percentages of Mild Steel Reinforcement 显示文摘	Ozden S Ertas O	2007	PCIJournal2007，52，2：	1
16	Short to medium span preeast prestressed concrete bridge in Japan显示文摘	YAMANE T TADROS M K ARUMUGASAAMY P	1994	PCIJournal1994，39，2：	1
17	Transferand Development Lengths of FRP Prestressing Tendons 显示文摘	Zhen Lu Thomas E Boothby CE -Nannies etal	2000	PCIJournal2000，45，2：	1
18	Behavior of HPFRC Connections for Precast Concrete Frames under Reversed Cyclic Loading 显示文摘	Vasconez Rosa M Antoine E N	1998	PCIJournal1998，43，6：	1
19	Horizontal connections for precast concrete shear walls subjectedto cyclic deformations part 2: prestressed connections 显示文摘	Khaled A Soudki Sami H Rizkalla Robert W Daikiw	1995	PCIJournal1995，40，5：	1
20	Non- Dimensional Design Procedures for Precast Prestressed Concrete Hybrid Frames 显示文摘	Hawi\|eh R Habib Tabatabai Adeeb Rahman	2006	PCIJournal2006，51，5：	1

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