Structural Engineering

All Items

• Seismic design considerations of the properties of New Zealand manufactured steel reinforcing bars

  T. Andriono, R. Park

  213-246

• Seismic response of low-rise buildings

  P. J. Moss, A. J. Carr, A. H. Buchanan

  180-199

• Inelastic dynamic analysis of two industrial structures

  D. L. Dutchison, D. D. Spurr

  83-92

• Hysteresis loops for timber structures

  D. J. Dowrick

  143-152

• Timber sheathed walls for wind and earthquake resistance

  D. J. Dowrick, P. C. Smith

  123-134

• An economic solution for stabilising a slender arch roof

  D. D. Spurr

  93-103

• Horizontal timber diaphragms for wind and earthquake resistance

  P. C. Smith, D. J. Dowrick, J. A. Dean

  135-142

• The performance of a ductile moment resisting connection between
 a precast concrete column and a timber beam

  J. A. Dean

  111-122

• Seismic behaviour of unreinforced masonry walls

  L. M. Robinson, M. J. N. Priestley

  65-75

• Seismic design of timber structures study group review, March 1986

  R. Williams

  40-47

• The capacity design of reinforced concrete hybrid structures for multistorey buildings

  T. Paulay, W. J. Goodsir

  1-17

• The seismic behaviour of plywood sheathed shearwalls

  J. A. Dean, W. G. Stewart, A. J. Carr

  48-63

• Rocking motion of slender elastic body on rigid floor

  T. Ichinose

  18-27

• Concentrically braced frames

  W. R. Walpole

  351-354

• Cold formed sections

  G. C. Clifton

  397-399

• Beam design


  W. R. Walpole, G. W. Butcher

  337-343

• Beam-column joints

  W. R. Walpole

  369-380

• Introduction and philosophy

  K. C. F. Spring, G. W. Butcher

  323-328

• Eccentrically braced frames

  G. K. Sidwell

  355-359

• Materials and workmanship

  G. R. McKay

  400-405

• Column design


  J. W. Butterworth, K. C. F. Spring

  344-350

• Composite design

  G. C. Clifton

  381-396

• Analysis and design methods

  R. N. Patton

  329-336

• Connection design

  C. J. A. Nicholas

  360-368

• Test on a brake lining damper for structures

  R. G. Tyler

  280-284