au.\*:("CAI, C. S")
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Experimental study of a multi-impact energy harvester under low frequency excitationsYE ZHANG; CAI, C. S; WEI ZHANG et al.Smart materials and structures. 2014, Vol 23, Num 5, issn 0964-1726, 055002.1-055002.9Article
New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibrationKONG, X; WU, D. J; CAI, C. S et al.Engineering structures. 2012, Vol 34, pp 421-435, issn 0141-0296, 15 p.Article
Non-stationary random vibration of bridges under vehicles with variable speedXINFENG YIN; ZHI FANG; CAI, C. S et al.Engineering structures. 2010, Vol 32, Num 8, pp 2166-2174, issn 0141-0296, 9 p.Article
A new approach for solving inverse reliability problems with implicit response functionsJIN CHENG; JIE ZHANG; CAI, C. S et al.Engineering structures. 2007, Vol 29, Num 1, pp 71-79, issn 0141-0296, 9 p.Article
Stiffness and capacity of steel-concrete composite beams with profiled sheetingJIANGUO NIE; CAI, C. S; TING WANG et al.Engineering structures. 2005, Vol 27, Num 7, pp 1074-1085, issn 0141-0296, 12 p.Article
Structural performance of fiber-reinforced polymer honeycomb sandwich panels evaluation of size effect and wrap strengtheningKALNY, Ondrej; PETERMAN, Robert J; RAMIREZ, Guillermo et al.Transportation research record. 2003, Num 1845, pp 191-199, issn 0361-1981, 9 p.Article
Field monitoring of positive moment continuity detail in a skewed prestressed concrete bulb-tee girder bridgeOKEIL, Ayman M; HOSSAIN, Tanvir; CAI, C. S et al.PCI journal. 2013, Vol 58, Num 2, pp 80-90, issn 0887-9672, 11 p.Article
Finite element modeling of bridges with equivalent orthotropic material method for multi-scale dynamic loadsWEI ZHANG; CAI, C. S; FANG PAN et al.Engineering structures. 2013, Vol 54, pp 82-93, issn 0141-0296, 12 p.Article
A retrofitted energy harvester for low frequency vibrationsYE ZHANG; CAI, C. S.Smart materials and structures. 2012, Vol 21, Num 7, issn 0964-1726, 075007.1-075007.14Article
A stress-development prediction method and its application to stress assessment of existing bridgesWEN XIONG; XUE TU; RUCHENG XIAO et al.Engineering structures. 2012, Vol 38, pp 113-122, issn 0141-0296, 10 p.Article
Theoretical exploration of a taut cable and a TMD systemWU, W. J; CAI, C. S.Engineering structures. 2007, Vol 29, Num 6, pp 962-972, issn 0141-0296, 11 p.Article
Accident assessment of vehicles on long-span bridges in windy environmentsCHEN, S. R; CAI, C. S.Journal of wind engineering and industrial aerodynamics. 2004, Vol 92, Num 12, pp 991-1024, issn 0167-6105, 34 p.Article
An experimental study on reinforced concrete beams strengthened with prestressed near surface mounted CFRP stripsHUI PENG; JIANREN ZHANG; CAI, C. S et al.Engineering structures. 2014, Vol 79, pp 222-233, issn 0141-0296, 12 p.Article
Scour effect on a single pile and development of corresponding scour monitoring methodsXUAN KONG; CAI, C. S; HOU, S et al.Smart materials and structures. 2013, Vol 22, Num 5, issn 0964-1726, 055011.1-055011.13Article
Thermal behaviors of concrete and steel bridges after slab replacements with GFRP honeycomb sandwich panelsKONG, B; CAI, C. S; KONG, X et al.Engineering structures. 2013, Vol 56, pp 2041-2051, issn 0141-0296, 11 p.Article
Effective width of steel-concrete composite beam at ultimate strength stateNIE, Jian-Guo; TIAN, Chun-Yu; CAI, C. S et al.Engineering structures. 2008, Vol 30, Num 5, pp 1396-1407, issn 0141-0296, 12 p.Article
Interface slip effect on bonded plate repairs of concrete beamsCAI, C. S; JIANGUO NIE; SHI, X. M et al.Engineering structures. 2007, Vol 29, Num 6, pp 1084-1095, issn 0141-0296, 12 p.Article
Load distribution and dynamic response of multi-girder bridges with FRP decksYIN ZHANG; CAI, C. S.Engineering structures. 2007, Vol 29, Num 8, pp 1676-1689, issn 0141-0296, 14 p.Article
Design of ribbed concrete approach slab based on interaction with the embankmentSHI, X. M; CAI, C. S; VOYIADJIS, George et al.Transportation research record. 2005, Num 1936, pp 181-191, issn 0361-1981, 11 p.Article
Thermal property analysis and applications of GFRP panels to integral abutment bridgesKONG, B; CAI, C. S; KONG, X et al.Engineering structures. 2014, Vol 76, pp 1-9, issn 0141-0296, 9 p.Article
Nonlinear fatigue damage assessment of existing bridges considering progressively deteriorated road conditionsWEI ZHANG; CAI, C. S; FANG PAN et al.Engineering structures. 2013, Vol 56, pp 1922-1932, issn 0141-0296, 11 p.Article
Study of Dynamic Impacts on Transmission-Line Systems Attributable to Conductor Breakage Using the Finite-Element MethodSHEN, Guo-Hui; CAI, C. S; SUN, Bing-Nan et al.Journal of performance of constructed facilities. 2011, Vol 25, Num 2, pp 130-137, issn 0887-3828, 8 p.Article
Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridgesLU DENG; CAI, C. S.Engineering structures. 2010, Vol 32, Num 1, pp 21-31, issn 0141-0296, 11 p.Article
Identification of parameters of vehicles moving on bridgesDENG, L; CAI, C. S.Engineering structures. 2009, Vol 31, Num 10, pp 2474-2485, issn 0141-0296, 12 p.Article
Simulation of Dynamic Effects of Vehicles on Pavement Using a 3D Interaction ModelSHI, X. M; CAI, C. S.Journal of transportation engineering. 2009, Vol 135, Num 10, pp 736-744, issn 0733-947X, 9 p.Article