School of Civil Engineering

[1]  Hajime Ishida,et al.  Simplified Solutions for Wave-Induced Response of Anisotropic Seabed , 2002 .

[2]  M. Biot.  General Theory of Three‐Dimensional Consolidation , 1941 .

[3]  Jui-Lin Peng,et al.  STRUCTURAL MODELING AND ANALYSIS OF MODULAR FALSEWORK SYSTEMS , 1997 .

[4]  Gregory J. Hancock,et al.  Sway stability of steel scaffolding and formwork systems , 2002 .

[5]  范壽昌,et al.  Spline finite strip in structural analysis , 1982 .

[6]  H. Sekiguchi,et al.  Analysis of wave-induced liquefaction of sand beds , 2001 .

[7]  S. Okusa,et al.  Wave-induced stresses in unsaturated submarine sediments , 1985 .

[8]  O. Madsen,et al.  Wave-induced pore pressures and effective stresses in a porous bed , 1978 .

[9]  N. E. Shanmugam,et al.  LATERAL BUCKLING OF DOUBLY SYMMETRIC BEAMS CONTAINING OPENINGS , 1991 .

[10]  Gregory J. Hancock,et al.  Purlin Design to AISI LRFD Using Rational Buckling Analysis , 2000 .

[11]  Hajime Mase,et al.  Boundary-layer theory for anisotropic seabed response to sea waves , 1999 .

[12]  Fabian C. Hadipriono,et al.  Causes of falsework collapses during construction , 1987 .

[13]  Ben Young,et al.  Bifurcation of singly symmetric columns , 1997 .

[14]  Shinji Sassa,et al.  Progressive solidification of a liquefied sand layer during continued wave loading , 2004 .

[15]  Chiang C. Mei,et al.  Wave-induced responses in a fluid-filled poro-elastic solid with a free surface : A boundary layer theory , 1981 .

[16]  Y. K. Cheung,et al.  FINITE STRIP METHOD IN STRUCTURAL ANALYSIS , 1976 .

[17]  W. K. Yu,et al.  Prediction on load carrying capacities of multi-storey door-type modular steel scaffolds , 2004 .

[18]  Jui-Lin Peng.  Stability Analyses and Design Recommendations for Practical Shoring Systems during Construction , 2002 .

[19]  Kent Gylltoft,et al.  Load-Carrying Capacity of Scaffolds , 1995 .

[20]  D. V. Rosowsky,et al.  Load-carrying capacities and failure modes of scaffold-shoring systems, Part II: An analytical model and its closed-form solution , 2000 .

[21]  Dong-Sheng Jeng,et al.  Wave-induced soil response in a nearly saturated sea-bed of finite thickness , 1996 .

[22]  Kim J.R. Rasmussen,et al.  Bifurcation of locally buckled members , 1997 .

[23]  N. E. Shanmugam,et al.  STATE-OF-ART REVIEW AND COMPILATION OF STUDIES ON PERFORATED THIN-WALLED STRUCTURES , 2001 .

[24]  S. Timoshenko.  Theory of Elastic Stability , 1936 .

[25]  Y. K. Cheung,et al.  Isoparametric spline finite strip for plane structures , 1993 .

[26]  Shinji Sassa,et al.  Wave-induced liquefaction of beds of sand in a centrifuge , 1999 .

[27]  D. Jeng,et al.  Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness , 1994 .

[28]  S. L. Chan,et al.  Effects of geometrical shape and incremental loads on scaffold systems , 2007 .

[29]  J D Holmes.  WIND LOADS AND LIMIT STATES DESIGN , 1985 .

[30]  Gregory J. Hancock,et al.  Tests of Purlins with Concealed Fixed Sheeting , 1994 .

[31]  W. F. Chen,et al.  High clearance scaffold systems during construction —II. Structural analysis and development of design guidelines , 1996 .

[32]  Kim J.R. Rasmussen,et al.  Nonlinear Analysis of Locally Buckled I-Section Steel Beam-Columns , 2002 .

[33]  N. E. Shanmugam,et al.  Design formula for axially compressed perforated plates , 1999 .

[34]  Tsong Yen,et al.  Analysis of concrete placement load effects using influence surfaces , 1996 .

[35]  Kim J.R. Rasmussen.  Bifurcation of locally buckled point symmetric columns : Experimental investigations , 2006 .

[36]  W. F. Chen,et al.  High clearance scaffold systems during construction —I. Structural modelling and modes of failure , 1996 .

[37]  Kim J.R. Rasmussen.  Bifurcation of locally buckled point symmetric columns—Analytical developments , 2006 .

[38]  Dong-Sheng Jeng,et al.  Spring‐neap tide‐induced beach water table fluctuations in a sloping coastal aquifer , 2005 .

[39]  H. Bolton Seed,et al.  Closure of "Sand Liquefaction in Large-Scale Simple Shear Tests" , 1976 .

[40]  L. B. Weesner,et al.  Experimental and analytical capacity of frame scaffolding , 2001 .

[41]  Kwok-Fai Chung,et al.  Structural instability of multi-storey door-type modular steel scaffolds , 2004 .

[42]  How-Ji Chen,et al.  Load-carrying capacities and failure modes of scaffold-shoring systems, Part I: Modeling and experiments , 2000 .

[43]  Gregory J. Hancock,et al.  Tests of Continuous Purlins under Downwards Loading , 1992 .

[44]  Kim J.R. Rasmussen,et al.  Isoparametric spline finite strip method for the bending of perforated plates , 2008 .

[45]  W. F. Chen,et al.  A monitoring method for scaffold-frame shoring systems for elevated concrete formwork , 2000 .

[46]  Kim Rasmussen,et al.  Full-range stress–strain curves for stainless steelalloys , 2003 .

[47]  Gregory J. Hancock,et al.  Tests of Purlins with Screw Fastened Sheeting under Wind Uplift , 1990 .

[48]  M. H. R. Godley,et al.  Analysis of large proprietary access scaffold structures , 2001 .

[49]  H. Bolton Seed,et al.  Wave‐induced pore pressure in relation to ocean floor stability of cohesionless soils , 1978 .

[50]  R. G. Beale,et al.  Determination of the factors of safety of standard scaffold structures , 2002 .

[51]  Osamu Okamoto,et al.  Response of Poro-Elastoplastic Beds to Standing Waves. , 1995 .

[52]  W. K. Yu.  An investigation into structural behaviour of modular steel scaffolds , 2004 .

[53]  John Enright,et al.  Structural Stability of Braced Scaffolding and Formwork with Spigot Joints , 2000 .

[54]  Gregory J. Hancock.  LOCAL DISTORTIONAL AND LATERAL BUCKLING OF I-BEAMS , 1978 .

[55]  B. Sumer,et al.  Solutions of pore pressure build up due to progressive waves , 2001 .

[56]  Jui-Lin Peng,et al.  Sequential pattern load modeling and warning-system plan in modular falsework , 2003 .

[57]  Shinji Sassa,et al.  Analysis of progressive liquefaction as a moving-boundary problem , 2001 .

[58]  Gregory J. Hancock,et al.  Comparison of Tests of Purlins with and Without Cleats , 1996 .

[59]  Nicholas S. Trahair,et al.  Advanced analysis of steel building frames , 1992 .

[60]  G. Eccher,et al.  Elastic buckling analysis of perforated thin-walled structures by the isoparametric spline finite strip method , 2008 .

[61]  Fabian C. Hadipriono,et al.  Approximate reasoning for falsework safety assessment , 1986 .

[62]  W. G. McDougal,et al.  Wave-Induced Pore Water Pressure Accumulation in Marine Soils , 1989 .

[63]  Jui-Lin Peng.  STRUCTURAL MODELING AND DESIGN CONSIDERATIONS FOR DOUBLE-LAYER SHORING SYSTEMS , 2004 .

[64]  S. L. Chan,et al.  Advanced Analysis of Imperfect Portal Frames with Semirigid Base Connections , 2005 .

[65]  M. Y. H. Bangash.  Impact and explosion : analysis and design , 1993 .

[66]  Y. K. Cheung,et al.  Isoparametric spline finite strip for degenerate shells , 1995 .

[67]  Gregory J. Hancock,et al.  A finite strip method for the elastic—plastic large dlisplacement analysis of thin-walled and cold-formed steel sections , 1993 .

[68]  K F Chung,et al.  Stability of modular steels scaffolding systems —Theory and verification , 2002 .

[69]  S. L. Chan,et al.  Simplified models for analysis and design of modular falsework , 1998 .

[70]  Gregory J. Hancock,et al.  Buckling of thin flat-walled structures by a spline finite strip method , 1986 .