
BRANZ, Wellington, New Zealand ABSTRACT: This paper describes results of shaking table testing of a post-tensioned timber frame building in the structural laboratory of the University of Basilicata in ... Table 1. Characteristics of selected earthquakes and comparison with the code spectrum
[email protected]Branz, Wellington NEW ZEALAND Abstract: - This paper describes the main results of shaking table testing performed on a post-tensioned timber frame building equipped with an advanced damping system. This experimental campaign, carried out in the
BRANZ shake table tests showed that both modern clay and concrete brick constructions, when correctly secured, perform well when subjected to earthquake shaking at a level consistent with a design-level event. Once the shaking stopped, cracks almost closed completely, and the brick veneer returned close to its original position
Oct 01, 2009 Test house on shaking table prior to test. Performed extremely well. The house performed extremely well, with the maximum considered levels of shaking only causing minor cracking to the plasterboard and brick veneer walls (even though, at this level of loading, major loss of the veneer walls is acceptable)
Table is the smallest size 100 200 mesh with a slope of 7 0 and shaking speed of 200 rpm acknowledgments the authors would like to thank lppm ugm A Shaking Table Tests Were Carried Out On A Conventional Soil Retaining Wall Model And A Reinforced Soil Retaining Wall Model In
The main characteristics of this shaking table are an area of 5.6 m x 4.6 m, a table mass of about 40 t, a maximum allowable specimen weight of 400 kN, a frequency range from 0 to 15 Hz, maximum accelerations of 1.1, 0.5 and 1.8 g for the transverse, vertical and longitudinal axis respectively, and maximum displacements of
between the University of Melbourne, University of Auckland, BRANZ, NASH (NZ) and NASH (Australia). In the investigation a full-scale 2.6 m wide 2.8 m long 2.4 m high test house was constructed on the shaking table at the University of Melbourne. To provide the most severe
The second type of body wave is called the secondary wave, shear wave or shaking wave, and is commonly referred to as S-waves. S-waves are a transverse waveform that shears the ground sideways at right angles to the direction of travel. S-waves have different effects on the ground surface depending on their polarisation and direction of travel
BRANZ Maps also include the changes to the zone boundaries in the Canterbury region introduced by the New Zealand Building Code clause B1 compliance document published in August 2011. Corrosion zones. Three exposure zones - zone B, zone C and zone D - are shown on a map of the North and South Islands in Figure 4.2 of NZS 3604:2011
Racking Test (BRANZ) New Zealand 2006 One 41’ x 19.7’ Fully Finished 4 ... Full-Scale Shaking Table Tests of 3-Story Wood-Frame Construction Buildings (Japan ... on the specific characteristics of the structure. For example, the perforated shear wall (PSW)
Oct 15, 2016 From the preliminary study , the most commonly encountered boundary condition, geometric characteristics, and material properties for URM cavity-wall arrangements were selected, and five walls that closely mimicked in-situ conditions were constructed.The parameters of mortar mixes, retrofit screw-tie types, and screw-tie spacings were investigated and shaking table experimental
Dec 11, 2009 Dynamic Characteristics ... (BRANZ, New Zealand) Gordon ... A series of shaking-table tests was performed on wall panels consisting of a
BRANZ Study Report SR 156 (2006) SJ Thurston . REFERENCE . Thurston SJ. 2006. ‘Base Isolation of Low Rise Light And Medium-Weight Buildings’. BRANZ Study Report SR 156. BRANZ Ltd, Judgeford, New Zealand. ABSTRACT . The potential for application of the Roglider™ and Roball™ base-isolation systems for seismic
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Shaking most often occurs in response to a baby crying, or other factors that can lead the person caring for a baby to become frustrated or angry. All babies cry and do things that can frustrate caregivers; however, not all caregivers are prepared to care for a baby. Babies, newborn to one year (especially
May 03, 2019 Plasterboard wall linings damaged by earthquake shaking - an insurance response. By David Townshend . Background. 1. Plasterboard wall linings used in construction have both an aesthetic value and a functional ability. ‘Functional ability’ is also referred to as ‘structural ability’ in this document
BU557 Timber-framed garages. This bulletin is a design guide for one-off stand-alone timber-framed garages constructed on a concrete slab on good ground, built to NZS 3604:2011 Timber-framed buildings and not intended for use as a habitable space.. The design of proprietary garages is outside the scope of this bulletin, but a number of its recommendations may be applied to their design
research undertaken at BRANZ has investigated the behaviour of full scale brick veneer single and two storey buildings under slow static and dynamic cyclic loading. This paper describes the developments that have occurred since 1989 and this recent research which has provided the new confidence in the seismic performance of clay brick veneer
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