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PART I SIMULATION OF INFINITE FOUNDATIONS

1.Boundary element technique in infinite and semi-infinite plane domain
2.An infinite boundary element for 2-D dynamic problems
3.Infinite boundary elements for dynamic problems of 3-D half space
4.3-D infinite boundary elements and simulation of monolithic dam foundations
5.Coupling method of finite and infinite elements for strip foundation
6.Effects of canyon topography and geological conditions on strong ground motion

PART II SOIL-STRUCTURE INTERACTION AND EARTHQUAKE RESPONSE OF ARCH DAMS

7. Application of FE-BE-IBE coupling to dynamic interaction between alluvial soil
and canyons
8. Time domain procedure of FE-BE-IBE coupling for seismic interaction of arch
dams and canyons
9. Seismic interaction between arch dam and rock canyon
10.Effects of soil-structure interaction on non-linear response of arch dams
11.Non-linear seismic response of arch dams with contraction joint opening and
joint reinforcements
12.Non-linear seismic response analysis of Xiaowan arch dam with contraction
joint
13.A coupling model of FE-BE-IE-IBE for mon-linear layered soil-structure
interactions
14.Seismic wave propagation effects on arch dam response
15.Dynamic analysis and model test of seismic behavior for Jin Shui-Tan arch dam
16.Aseismic design and analysis of Er-tan arch dam

PART III DAM-RESERVOIR INTERACTION

17.Seismic cavitation effects on gravity dams
18.Numerical simulation of reservoir sediment and effects on hydro-dynamic
response of arch dams
19.Analytical solutions for hydrodynamic pressures on submerged rigid
bodies

PART IV STATIC AND SEISMIC FRACTURE OF CONCRETE DAMS

20.Seismic fracture analysis of concrete gravity dams
21.Seismic fracture of Koyna dam:case study
22.Cracking analysis of arch dams by 3-D boundary element method
23.Seismic fracture analysis of concrete gravity dams based on nonlinear fracture
mechanics
24.Strain softening of RCC and seismic fracture evaluation of RCC dams
25.Dynamic damage constitutive model of concrete in uniaxial tension
26.Dynamic fracture analysis for orthotropic materials by time domain BEM

PART V DYNAMIC RESPONSE OF SLOPES AND UNDERGROUND STRUCTURES

27.Application of distinct element method in dynamic analysis of high rock slopes
and blocky structures
28.A Creep model for distinct element analysis of jointed rock slopes
29.A 2-D time domain boundary element method with damping
30.Time domain BEM for orthotropic media and application to underground
structures
31.A comparative study on dynamic photoelasticity and BEM for orthotropic solid
waves

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