
An Incomplete listing of Publications by Yochia Chen
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Krauthammer, T. and Y. Chen. Dynamic soil-structure interaction
of rectangular reinforced concrete lifelines. Eng. Struct.,
8(3), 181-190 (1986).
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Krauthammer, T. and Y. Chen. Free field earthquake ground motions:
effects of various numerical simulation approaches on dynamic soil-structure
interaction results. Eng. Struct., 10(2), 85-94 (1988).
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Chen, Y. and T. Krauthammer. Soil-structure interface effects
on dynamic interaction analysis of reinforced concrete lifelines.
Soil Dyn. & Earthq. Eng., 8(1), 32-42 (1989).
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Chen, Y. and T. Krauthammer. A combined ADINA-finite difference
approach with substructuring for seismically induced nonlinear soil-structure
interaction problems. Comput. & Struct., 32(3/4),
779-785 (1989).
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Chen, Y. and T. Krauthammer. Seismic effects on large RC lifelines:
Part I. Theory. Comput. & Struct., 42(2), 129-135
(1991).
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Chen, Y. and T. Krauthammer. Seismic effects on large RC lifelines:
Part II. Implementation. Comput. & Struct., 42(2),
137-144 (1991).
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Chen, Y. Modelling and response of lifelines. Math
& Comput. Modelling, 17(3), 47-56 (1993).
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Chen, Y. Modelling of large soil-lifeline systems.
Math. Modelling & Sci.Computing, 2(B), 1131-1136 (1993).
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Chen, Y. Interface effects on box-type reinforced concrete structures:
I. Theory. Comput. & Struct., 47(3), 383-390 (1993).
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Chen, Y. Interface effects on box-type reinforced concrete structures:
II. Implementation. Comput. & Struct., 47(3), 391-398
(1993).
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Chen, Y. On static and dynamic refined analysis of reinforced
concrete bridges. Comput. & Struct., 9(4/5), 601-613
(1993).
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Chen, Y. and A. Aswad. Vibration characteristics of double
tee building floors. PCI J., 39(1), 84-95 (1994).
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Chen, Y. An effective and efficient siesmic analysis approach
for bridges. Math & Computer Modelling, 19(2), 79-90
(1994).
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Chen, Y. Modeling of bridges subjected to moving loads.
Math.Modelling & Sci. Computing, 4, 567-572 (1994).
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Chen, Y. A practical nonlinear seismic analysis of bridges.
Math. Modelling & Sci. Computing, 4, 573-578 (1994).
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Chen, Y. and I.A. Karaki. Modeling of precast double tee floors
subjected to walking vibration. Math Modelling & Sci.
Computing, 4, 591-596 (1994).
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Aswad, A. and Y. Chen. Impact of LRFD Specification on load distribution
of prestressed concrete bridges. PCI J., 39(5), 78-89
(1994).
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Chen, Y. Prediction of lateral distribution of vehicular live
loads on bridges with unequally spaced girders. Comput. &
Struct., 54(4), 609-620 (1995).
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Chen, Y. Refined and simplified methods of lateral distribution
for bridges with unequally spaced girders: I. Theory.
Comput. & Struct., 55(1), 1-15 (1995).
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Chen, Y. Refined and simplified methods of lateral distribution
for bridges with unequally spaced girders: II. Applications.
Comput. & Struct., 55(1), 17-32 (1995).
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Chen, Y. Simplified and refined earthquake analyses of buried
pipes. Math. & Comput. & Modeling, 21(11), 47-60
(1995).
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Chen, Y. Live-load distribution factors for bridges with unequally
spaced girders: a comparative study. Modern Steel Construction,
Feb., 24-26 (1995).
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Chen, Y. Dynamic analysis and response of large reinforced concrete
conduits in inhomogeneous soil strata. Comput. & Struct.,
56(2/3), 475-483 (1995).
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Chen, Y. Modeling and analysis methods of bridges and their effects
on seismic responses: I. Theory. Comput. & Struct.,
59(1), 81-98 (1996).
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Chen, Y. Modeling and analysis methods of bridges and their effects
on seismic responses: II. Implementation. Comput. &
Struct., 59(1), 99-114 (1996).
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Chen, Y. and A. Aswad. Stretching the span capability of prestressed
concrete bridges under AASHTO LRFD. ASCE J. Bridge Eng., 1(3),
112-120 (Aug. 1996).
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Chen, Y. Assessment on pile effective lengths and their effects
on design: I. Theory. Comput. & Struct. (to
appear)
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Chen, Y. Assessment on pile effective lengths and their effects
on design: II. Practical Applications. Comput. &
Struct. (to appear)
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Chen, Y. Practical formulae for soil spring constants for bridge
foundations. J. Eng. & Technology, 13(2), 20-23 (Fall
1996).
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Chen, Y. Important considerations, guidelines and practical details
of Integral Abutments, J. Eng. & Technology (to appear)
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