| A |  |
| Acoustic insulation
provided by Dimond HiBond floors | No
45, p 11 |
| Acoustic
performance of steel framed apartment buildings | No
57, p 2 |
| Additional
gravity load from a mezzanine floor : design query answered | No
12, p 5 |
| AISI
4140 steel rods for hold-down bolts:use of | No
39, p 5 |
| Allowing
for corrosion of unpainted beam top flanges in open car parking buildings | No
20, p 2 |
| Aluminium
alloy structures : design guide | No
16, p 5 |
| Arc
shields : expanded range available | No
8, p 8 |
| ASEC98:some
more structural engineering topics covered by | No
46, p 18 |
| Assessing
the fundamental period for preliminary design of steel framed seismic-resisting
systems | No
23, p 7 |
| B | |
| Baseplate design | No
14, p 1 |
| Beam/brace/column
gusset connections:design guidance for | No
47, p 3 |
| Bending
moment in a pin | No
32, p 4 |
| BHP
- 300 plus steel | No
9, p 6 |
| Biaxial
bending on a section without axial force : design query answered | No
9, p 8 |
| Bolted
moment-resisting endplate connection : design example 24 | No
13, p 1 |
| Bolted
moment-resisting endplate connection : design example 24 : errata | No
16, p 4 |
| Bolted
moment-resisting endplate connections with multiple bolts rows at the beam tension
flange:design capacity of | No
28, p 5 |
| Bolted
moment-resisting flush endplate connections:moment capacity of | No
35, p 1 |
| Bolted
moment-resisting flush endplate connections:supplementary guidance to design procedure
for | No
34, p 7 |
| Bolts
in bolted connections:inspection of | No
46, p 8 |
| Brace/beam/column
connections in braced steel frame seismic-resisting systems, design concepts for | No
56, p 5 |
| Building
in steel:the real cost of | No
30, p 1 |
| C | |
| Calculation
of the design fire resistance of composite concrete slabs with profiled steel
sheeting under fire emergency conditions : HERA Report R4-82 | No
15, p 8 |
| Cantilever
canopy flat plate rib beam for x-axis bending:design of:design example 39.1 | No
39, p 6 |
| Cantilever
column carrying a concentric axial load for ultimate limit state vertical loading:design
of:design example 40.1 | No
40, p 6 |
| Car
park floor slabs revisited, waterproofing of | No
56, p 25 |
| CBF
roof bracing systems:Cs factor for | No
45, p 16 |
| Circular
flange joints in tubular structures:design of | No
46, p 17 |
| Circular
hollow sections (CHS) for structural applications : product availability : a caution
to designers | No
4, p 2 |
| Circular
hollow sections (CHS) for structural applications : product availability : a progress
report | No
5, p 1 |
| Cladding
on portal frame deflection under lateral loading: Stiffening effect of | No
49, p 4 |
| Cladding
on portal frame deflection under lateral loading: Stiffening effect of: Follow
up | No
50, p 2 |
| COBEDLS:Composite
steel beam design software | No
26, p 8 |
| COBENZ
97:composite steel beam design software | No
35, p 4 |
| Cold-formed
steel construction standards in the UK and Europe | No
47, p 18 |
| Cold-formed
steel design to AS/NZS 4600:design guidance now available | No
47, p 16 |
| Cold-formed,
thin-walled single angle member subject to combined compression and moment, design
of a : Design example 55.1 | No
55, p 2 |
| Collapsed
wall condition for support of external concrete wall panels in view of Australian
experience and recommendations: Extending use of the | No
52, p 2 |
| Column
design seismic axial force in columns of tension braced CBF seismic-resisting
systems:calculating the | No
40, p 3 |
| Combined
actions for beam-column members not subject to inelastic demand | No
1, p 3 |
| Composite
beams: Design for openings in the webs of | No
53, p 1 |
| Composite
connections:design principles | No
19, p 7 |
| Composite
construction good practice:a reminder | No
38, p 5 |
| Composite
floor preliminary design charts | No
36, p 4 |
| Composite
floor systems:deflection of | No
33, p 8 |
| Composite
floor systems: minor revisions to recommended deflection limits for | No
52, p 9 |
| Composite
steel/concrete design:more guidance is available | No
37, p 7 |
| Composite
steel/concrete floor system design and construction:good practice in | No
32, p 1 |
| Compression
of fillet weld capacity under the new and old design provisions | No
4, p 1 |
| Concrete-filled
SHS for fire resistance, design of : Fire design advice | No
58, p 25 |
| Concrete
slabs in car parking buildings: Waterproofing of: Follow up | No
50, p 4 |
| Concrete
slabs in steel framed car parking buildings: Durability of | No
49, p 7 |
| Connection
design and detailing guidance presented in the DCB: Location and scope of | No
53, p 12 |
| Connections:preliminary
design of | No
45, p 2 |
| Continuous
beams: Lateral restraint and load bearing capacity in the support regions of | No
52, p 11 |
| Control
of in-service floor vibration in composite floor systems:advanced design procedure
available for | No
42, p 6 |
| Convention
on signs for moments and shears in future DCBs and HERA publications | No
54, p 1 |
| Corrosion
rates for long-term exposure of unprotected structural steel to exterior atmospheric
conditions | No
46, p 5 |
| Corrosion
rates for steel piles:design long-term | No
46, p 2 |
| Corrosion-damaged
steel beams: assessing the structural capacity of | No
51, p 12 |
| Corrosion-damaged
steel beams: assessing the structural capacity of: Brief design example | No
52, p 4 |
| Cost-effective
structural steelwork: Part 1: Article no. 49: Selecting structural form and detailing
for maximum cost-effectiveness in multi-storey steel framed buildings Part 1:
General concepts and issues | No
49, p 20 |
| Cost-effective
structural steelwork: Part 2: Article no. 50: Selecting structural form and detailing
for maximum cost-effectiveness in multi-storey steel framed buildings Part 2:
Connections - General issues | No
50, p 20 |
| Cost-effective
structural steelwork: article no. 52: Optimising the cost of multi-storey buildings
in New Zealand | No
52, p 22 |
| Costing
comparison of two floor beam layouts | No
28, p 4 |
| Crane
rails:materials and attachment systems | No
47, p 18 |
| Crane
runway girders:vertical deflection limits for | No
37, p 9 |
| D | |
| Design guidance
for the current steel grades : revised sources | No
14, p 5 |
| Design
procedure for openings in the webs of composite beams: Draft for comment | No
53, p A1 |
| Design
tensile capacity of plain round reinforcing bar members | No
29, p 5 |
| Design
to NZS 3404:1997 made simple | No
34, p 1 |
| Detailing
and construction practice | No
42, p 1 |
| Detailing
and construction practice revisited | No
43, p 1 |
| Determination
of am and as for segments of portal frame rafters | No
22, p 5 |
| Determination
of Ze for a half-round section used as a rain-water gutter : design query answered | No
4, p 5 |
| Determination
of Zey for a symmetrical I-section : design query answered | No
5, p 6 |
| Determining
the post-buckling compression capacity of category 1 and 2 CBF braces:revised
expression for | No
24, p7 |
| Determining
the post-buckling compression capacity of category 1, 2 and 3A CBF braces:revised
expressions for | No
29, p 4 |
| Determining
the required fire resistance ratings for the structural elements of a steel framed
multi-storey, multi-purpose building in accordance with the philosophy of the
BIA acceptance solutions for fire safety:fire design advice | No
26, p1 |
| Difference
between nominal and characteristic yield stress and the significance of each in
design | No
31, p 10 |
| Drive-in
pallet racking systems: Design of | No
53, p 6 |
| E | |
| Elastic stability
of building structures:an interesting paper on | No
35, p 1 |
| Endplates
and column flanges in bolted moment-resisting endplate connections | No
12, p 1 |
| Equations
for assessing the fundamental period of steel framed seismic-resisting systems | No
40, p 4 |
| F | |
| Fatigue design
: new sources of design guidance available from HERA | No
57, p 28 |
| Fatigue
tests of riveted bridge girders | No
32, p 4 |
| Fire
design advice:issue no. 42:car parks; connections to CFSTs | No
42, p 4 |
| Fire
design advice:article no. 43:shopping centres; inelastic response | No
43, p 2 |
| Fire
design advice:issue no. 46:eliminating passive fire protection in multi-storey
hotels, apartments | No
46, p 10 |
| Fire
design advice:article 46.2:taking account of end restraint conditions | No
46, p 13 |
| Fire
design of portal frames:follow-up on article number 9:fire design advice revisited | No
21, p 1 |
| Fire
design of portal frames supporting fire rated external concrete or masonry walls | No
20, p 5 |
| Fire
design of portal frames supporting fire rated external concrete or masonry walls:fire
design advice revisited again | No
22, p 1 |
| Fire
engineering design: Three issues relating to the June 1999 draft Approved Documents
for Fire safety: Modifying S ratings for thermal inertia, application of collapsed
wall condition, FRRs for car parking buildings | No
51, p 1 |
| Fire
engineering design: Three topical issues: Inelastic response design procedure,
Post-fire steel integrity, when fire-resistant detailing is required for single
storey buildings | No
50, p 7 |
| Fire
engineering design of topside structures | No
44, p 7 |
| Fire
rated external concrete wall panels for fire resistance:update on various issues
relating to design:fire design advice, article number 12 | No
30, p 3 |
| Fire
rating for attached carports : fire design advice | No
13, p 5 |
| Fire
resistance of composite beams with profiled steel decking : fire design advice | No
12, p 6 |
| Fire
resistance rating for columns in multi-storey buildings in design to the BIA acceptable
solutions for fire safety : fire design advice | No
7, p 5 |
| Fire
resistance rating for structural elements in car parks using the acceptable solution
C3/AS1 : fire design advice | No
10, p 5 |
| Fire
resistance rating required for the stability of multi-storey steel framed commercial
and residential buildings : fire design advice | No
14, p 2 |
| Fire
stopping and penetration seals for the construction industry : fire design advice | No
11, p 6 |
| Flange
bolted joint : design provisions and design example | No
58, p 1 |
| Fly
braces and design actions on purlins | No
16, p 1 |
| G | |
| Galvanising
bath sizes available in New Zealand | No
52, p 7 |
| Galvanising
standards: Change to | No
52, p 5 |
| Grades
of steel commonly available | No
39, p 1 |
| Grades
of steel currently available | No
21, p 5 |
| Great
Hanshin earthquake report number 1 | No
8, p 1 |
| Great
Hanshin earthquake report number 2 | No
9, p 1 |
| Great
Hanshin earthquake report number 3 | No
10, p 1 |
| H | |
| Heated, welded
shear studs availability and design capacity | No
11, p 1 |
| HERA
design guides volume 2, current status of | No
58, p 31 |
| HERA
fire protection manuals sections 7 and 8:introduction | No
27, p 8 |
| HERA's
semi-rigid joint research: November 1999 update on research programme and design
provisions | No
52, p 16 |
| HERA's
structural research programme | No
17, p 9 |
| HERA
structural steelwork design guides volume 2:current status of | No
30, p 6 |
| High
strength structural bolts, nuts and washers in sizes above M36 | No
51, p 14 |
| Hot-rolled
beams: Precambering of | No
52, p 9 |
| Hot-rolled
I-section grades : BHP Australia | No
5, p 3 |
| Hot-rolled
I-section grades : BHP Australia : update | No
7, p 4 |
| HSFG
nut sizes for threaded rods above M36 | No
52, p 3 |
| I | |
| Inelastic floor
system/frame response of multi-storey steel framed buildings in Fully developed
natural fires: Design procedure for the: Draft for development: Revision 1 | No
50, p 7 |
| Innovative
structural steel:article number 1:steel structure supporting elevated classrooms | No
45, p 13 |
| Innovative
structural steel:issue no 46:cost effective v-braced CBF | No
46, p 16 |
| Innovative
structural steel:issue no. 47:cost-effective x-braced CBF | No
47, p 20 |
| Interaction
of moment and axial load on portal frame rafters and columns | No
25, p 2 |
| J | |
| K | |
| L | |
| Lean beams
available from Fletcher Steel | No
7, p 6 |
| Lifting
beam:calculating the capacity of a:design example 41.1 | No
41, p 7 |
| Light-weight
steel framed house construction: Guidelines for | No
52, p 9 |
| Limit
state design examples | No
5, p 5 |
| Limit
state design guides volume 1 : introduction | No
1, p 1 |
| Lindapter
range of fasteners:two new items from the | No
43, p 5 |
| Lindapter
range of fixing systems is available | No
38, p 4 |
| Loadings
standard: Draft joint: Parts 0 & 1 released for public comment | No
50, p 26 |
| Local
wind pressure coefficient in design of purlins/grits and non-brittle cladding
: design query answered | No
1, p 2 |
| Low-rise
carparking building provides increased carpark capacity : innovative structural
steel : Issue no 54 | No
54, p 28 |
| M | |
| Member moment
capacity determination for segments of portal frames | No
49, p 1 |
| Members
and connections:more preliminary design guidance for | No
37, p 1 |
| Members
and connections:some preliminary design guidance for | No
33, p 1 |
| Metal
spray coatings:quality control of | No
20, p 2 |
| Minimum
required pitch for profiled metal roofing | No
21, p 5 |
| Moment
capacity of a monosymmetric beam subject to wind uplift:checking | No
24, p 3 |
| Moment
capacity of a solid rectangular flat plate loaded about the major principal X-axis
: design example 6.1 | No
6, p 1 |
| Moment
end plate connections: Extension of application and design example | No
51, p 14 |
| Moment
modification factors for segments unrestrained at one end | No
16, p 3 |
| Moment-resisting
column baseplate connections in steel frame seismic-resisting systems, design
concepts for | No
56, p 11 |
| Moment-resisting
steel framed seismic-resisting systems with semi-rigid connections:update on research;
design requirements | No
47, p 12 |
| Moment-resisting
steel framed seismic-resisting systems with semi-rigid connections: Further developments
in research, design requirements | No
48, p 13 |
| Multi-storey
steel framed building subject to fully developed natural fires: Key aspects of
the behaviour of a | No
48, p 3 |
| Multi-storey
steel framed buildings for fully developed fires, performance and design of :
a state-of-the-art report | No
54, p 3 |
| N | |
| New products/product
catalogues | No
40, p 5 |
| New
provisions of NZS 3404 covering design of tubular members and connections:background
to the | No
37, p 9 |
| Non-destructive
examination of welds | No
44, p 2 |
| NZS
3404:1992 made simple : 2nd edition | No
15, p 1 |
| NZS
3404 amendment number 1 : update | No
17, p 1 |
| NZS
3404:More recommended changes to, and comments on | No
45, p 7 |
| NZS
3404:1997 is currently unconservative:two specific items | No
41, p 5 |
| NZS
3404:1997 seminar series:followup from:corrections, questions and answers | No
36, p 1 |
| NZS
3404 clause 5.4.2 : design query answered | No
7, p 4 |
| NZS
3404 clause 5.6 : design queries answered | No
2, p 2 |
| NZS
3404 clause 8.3 : design query answered | No
9, p 8 |
| NZS
3404: Two areas of amendment required | No
51, p 9 |
| O | |
| P | |
| Pallet racking
systems:design of:article number 1 | No
31, p 1 |
| Pallet
racking systems:seismic design of | No
19, p 2 |
| Pallet
racking systems revisited:design of | No
24, p 5 |
| Pallet
racking systems, revisited:Part 2:design of | No
25, p 1 |
| Panel
zone design and detailing Provisions for bolted, moment-resisting endplate connections:
Follow up on | No
48, p 16 |
| Panel
zone doubler plate reinforcement: Improved design and detailing for | No
52, p 13 |
| Panel
zones in moment-resisting beam to column connections:design and detailing of | No
47, p 8 |
| Panel
zones in moment-resisting beam to column connections, design and detailing recommendations
for | No
57, p 14 |
| Partial
twist restraint scenario not covered by NZS 3404 | No
48, p 1 |
| Passive
fire protection board for steel beam and column members | No
21, p 5 |
| P-Delta
provisions for steel framed seismic-resisting systems: Adequacy of current | No
49, p 15 |
| P-Delta
provisions for steel framed seismic-resisting systems: Adequacy of current: Effect
of floor slab: Follow up | No
50, p 5 |
| Performance
of large-scale beam to column joints under inelastic cyclic loading | No
24, p 8 |
| Portal
frame rafter segments when the purlins are bolted directly to the beam top flange:design
of | No
23, p 4 |
| Property
class 8.8 holding down bolts:hot dip galvanising of | No
36, p 6 |
| Proportioning
design actions from the braces into the supporting members of brace/beam/column
connections, revised design guidance for | No
56, p 2 |
| Publications
available from HERA Information Centre | No
39, p 3 |
| Publications
available on loan from HERA Information Centre | No
38, p 1 |
| Q | |
| R | |
| Rafter segment
adjacent to knee for portal frames subject to gravity loading:Design of | No
23, p 1 |
| Restraint
of rafter over an internal column:determining if an unstiffened web has suitable
out-of-plane moment capacity | No
24, p 1 |
| Revising
the required S ratings for steel framed building systems:fire design advice | No
27, p 1 |
| RHS
design guide : additional errata | No
16, p 5 |
| Rigging
restraint of long, isolated columns in compression | No
54, p 26 |
| Role
of the territorial authority in enforcing weld quality | No
40, p 4 |
| Rust
never sleeps, but it can be put on hold : corrosion protection guidance | No
3, p 4 |
| S | |
| S ratings in
BIA acceptable solution C3/AS1 | No
6, p 4 |
| Second-order
effects paper | No
22, p 8 |
| Second
world conference on steel in construction:very brief report on the | No
44, p 7 |
| Section
moment capacity, øMs for equal flanged I-sections | No
3, p 3 |
| Seismic
design actions for connectors and connection components:extreme upper limit on | No
36, p 6 |
| Seismic
design procedures for steel structures:HERA Report R4-76:Introduction | No
12, p 5 |
| Seismic
performance of large scale beam to column joints | No
29, p 1 |
| Seismic
performance of welded beam to column joints and welded beams | No
23, p 5 |
| Selecting
the appropriate environment for corrosion protection of external structural steelwork | No
20, p 1 |
| Semi-rigid
standard flange bolted joints, research and design procedure update for | No
56, p 20 |
| Shear
studs-and intumescent paints:ensuring that on-site quality control is achieved | No
44, p 3 |
| Shear
studs available for effective through-deck shear stud welding | No
4, p 1 |
| Shear
studs in composite construction : concepts involved in determining the shear stud
design shear capacity | No
55, p 18 |
| Shear
studs installed by a machine which records weld cycle parameters: inspection of | No
52, p 7 |
| Shear
studs:two items of interest | No
29, p 7 |
| Shortform
specification for the fabrication, erection and surface treatment of structural
steelwork | No
44, p 1 |
| Significant
axial force provisions of NZS 3404:recommended change to the | No
43, p 5 |
| Single
angle member subject to compression | No
17, p 2 |
| Single
angle truss chord subject to combined compression and in-plane moment:Design example
3.1 (Superseded in no 17) | No
3, p 1 |
| Single
angle truss chord subject to combined compression and in-plane moment:Design example
3.1:Amendment | No
7, p 3 |
| Single
angle truss chord subject to combined compression and in-plane moment (revised):Design
example 17.1 | No
17, p 5 |
| Single-brace
concentrically braced framed seismic-resisting systems:design of | No
19, p 6 |
| Single
coat inorganic zinc silicate paints:a cost-effective surface treatment method
for corrosion protection of external steelwork | No
41, p 1 |
| Single
storey steel framed buildings: When fire-resisting detailing is Required for | No
50, p 10 |
| Sizing
of members | No
2, p 1 |
| Slender,
monotubular steel arches:the design of | No
36, p 5 |
| Sliding
hinge joint, design concepts for the | No
59, p 26 |
| Specification
of fy= 300 MPa structural steel | No
13, p 3 |
| Steel
and fire safety:Interim sources of guidance | No
6, p 2 |
| Steel
bridge details | No
6, p 6 |
| Steel
bridges: Design and durability: Three useful design publications are available | No
51, p 6 |
| Steel
buildings for fire emergency conditions:design | No
28, p 7 |
| Steel/concrete
floor systems for satisfactory in-service floor vibration response, design of | No
56, p 25 |
| Steel
shear stud welding coming to New Zealand:major development | No
22, p 7 |
| Steel
structures analysis service:change at the helm | No
23, p 8 |
| Steel
structures in fully developed fires, performance of : fire engineering research
results of interest | No
59, p 2 |
| Steel
to concrete interfaces for long-term durability in exterior environments:detailing
of | No
47, p 1 |
| Steel
with no applied corrosion protection in benign interior environments:use of | No
46, p 18 |
| Steels
of UK origin designation | No
5, p 2 |
| Steel's
seismic achilles heel | No
10, p 3 |
| Structural
steel after exposure to fire: Integrity of | No
50, p 9 |
| Structural
steel grades | No
13, p 2 |
| Structural
steel members in houses: Use of | No
48, p 17 |
| Structural
Steelwork Connections Guide, HERA Report R4-100: Supplementary connection design
issues in conjunction with the | No
50, p 11 |
| Structural
steelwork estimating guide | No
44, p 7 |
| T | |
| Tapered, haunched
universal beam sections in portal frame rafters:design of | No
40, p 1 |
| TC
bolt:Technical details available | No
8, p 7 |
| Technical
report from the 12WCEE, first | No
54, p 27 |
| Tee
sections as beams:a cautionary note on the use of | No
29, p 6 |
| Tension
capacity of bolt/plate combinations, calculating the | No
56, p 29 |
| Tentative
guidelines for assessing the seismic performance of pre-1975 moment-resisting
steel framed buildings | No
18, p 1 |
| Tentative
guidelines for assessing the seismic performance of pre-1975 moment-resisting
steel framed (MRSF) buildings | No
19, p 1 |
| Torsion
and warping constants for a monosymmetric I-section with lipped compression flange:
Design query answered | No
1, p 3 |
| U | |
| UK structural
steel supply standards | No
32, p 5 |
| V | |
| Ventilation
factor (wf): Fire design advice | No
8, p 7 |
| W | |
| Web slenderness
limits in NZS 3404 amendment 1 for RHS members, revised | No
55, p 16 |
| Welded
moment-resisting beam to column connections:Interim design guides | No
11, p 2 |
| Welded
shear stud capacity with hollowcore floor slab units | No
45, p 8 |
| X | |
| Y | |
| Z | |
