• Study Report Sr327 Structural Performance Of Houses In

    Study Report Sr327 Structural Performance Of Houses In

    New Brighton beach triggered further liquefaction in some areas and some shaking damage. 2. SURVEY OPPORTUNITY After the September 2010 event BRANZ saw an opportunity to study the effects of the earthquake series on typical residential dwellings in greater Christchurch and relate these to site and dwelling characteristics.

  • A-Lign Specifications

    A-Lign Specifications

    NZBC Acceptable Solution E2AS1 Table 2. • •Building is situated in NZS 3604 Wind Zones up to and including Very High. • Cladding solution uses the A-lign accessories and Quickflash flashings given in this specification. The A-lign Cladding Solution – Cavity Fixed can be used for the cladding specification of

  • Home 187; Seismic Resilience

    Home 187; Seismic Resilience

    BRANZs Seismic Resilience is a seven-part series of online resources designed to guide the construction industry towards earthquake-resilient design and raise the seismic performance of New Zealands building stock.

  • Study Report Sr318 Accessible Emergency Egress

    Study Report Sr318 Accessible Emergency Egress

    BRANZ Study Report SR 318 AP Robbins and NR Buckett Reference Robbins A. P. and Buckett N. R. 2014. Accessible Emergency Egress – Literature Review and Scoping Study. Study Report 318. BRANZ Ltd. Judgeford New Zealand. Abstract There is little quality data available surrounding the emergency building egress characteristics

  • Brick Veneer Stands The Test  Branz Build

    Brick Veneer Stands The Test Branz Build

    Dec 01 2011 BRANZ mortar elemental tests. Research over recent years by BRANZ measured the compressive and bond strengths of a range of brick veneer mortar mixes both on site and in the laboratory. A selection of mixes was used to construct brick veneer walls that were later tested under out-of-plane seismic shaking see Figures 2 and 3.

  • Branz Maps Zone Information  Branz

    Branz Maps Zone Information Branz

    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 36042011.

  • Light Steel-Framed House Gets The Earthquake Test  Branz

    Light Steel-Framed House Gets The Earthquake Test Branz

    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.

  • Dynamic Characteristic Analysis And Shaking Table Test For

    Dynamic Characteristic Analysis And Shaking Table Test For

    Jan 15 2020 Numerical simulation and shaking table test results for the CS8 are shown in Fig. 24. For the CS4 the maximum errors between numerical simulation results and shaking table results are 5.3 and 10.0 in X and Y directions respectively. For the CS8 the maximum errors are 12.0 and 4.5 in X and Y directions.

  • Dynamic Response Characteristics Of A Tailing Dam

    Dynamic Response Characteristics Of A Tailing Dam

    Upstream tailing dams which are commonplace can easily lead to major accidents under seismic excitation. However the dynamic response characteristics and causes of instability failure of tailings dams are yet to be investigated fully. In the present study shaking-table tests were conducted to determine the acceleration pore pressure soil pressure and displacement of a dam body under a .

  • Shaking Table Testing Of A Multi-Storey Post-Tensioned

    Shaking Table Testing Of A Multi-Storey Post-Tensioned

    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 Study Report - Earthquake Commission

    Branz Study Report - Earthquake Commission

    In NZS 3604 the seismic demand is determined by reading off a predefined table based on the soil classification seismic hazard zone house foundation type and building envelope weight. NZS 3604also specifies that the P21 test and evaluation procedure developed and published by BRANZ be used to evaluate the seismic bracing capacity of

  • Pdf Robust Friction Building Shaking Table

    Pdf Robust Friction Building Shaking Table

    Shaking table capacity The frame is large so it will be placed on top of two shaking tables B and C in the Jiading campus of Tongji University. These are required to move tog ether and the .

  • Mineral Processing - Concentration  Britannica

    Mineral Processing - Concentration Britannica

    Mineral processing - Mineral processing - Concentration Concentration involves the separation of valuable minerals from the other raw materials received from the grinding mill. In large-scale operations this is accomplished by taking advantage of the different properties of the minerals to be separated. These properties can be colour optical sorting density gravity separation magnetic .

  • Earthquake Risk Zones 187; Seismic Resilience

    Earthquake Risk Zones 187; Seismic Resilience

    The level of earthquake shaking that is considered when designing a structure is related to historic seismicity and the distance from known or expected active fault lines. In general greater shaking is expected in regions closer to active faults. However geological characteristics regional topology of the ground and presence of soft soils at .

  • Dynamic Characteristics Of Metro Tunnel Closely Parallel

    Dynamic Characteristics Of Metro Tunnel Closely Parallel

    Shaking table model test and numerical simulation model were conducted on scaled tunnel model to investigate the mechanism and effect of seismic loadings on metro tunnel which is closely parallel to an active ground fissure. Key technical details of the experimental test were set up; for example similarity relations boundary conditions sensors layout and modelling methods were presented.

  • Shaking Table Test On The Seismic Failure Characteristics

    Shaking Table Test On The Seismic Failure Characteristics

    Jan 31 2013 In order to investigate the seismic failure characteristics of a structure on the liquefiable ground a series of shaking table tests were conducted based on a plaster model of a three‐story and three‐span subway station. The dynamic responses of the structure and ground soil under main shock and aftershock ground motions were studied.

  • Brick Veneer Stands The Test  Branz Build

    Brick Veneer Stands The Test Branz Build

    Dec 01 2011 BRANZ mortar elemental tests. Research over recent years by BRANZ measured the compressive and bond strengths of a range of brick veneer mortar mixes both on site and in the laboratory. A selection of mixes was used to construct brick veneer walls that were later tested under out-of-plane seismic shaking see Figures 2 and 3.

  • Gold Shaking Table - Mineral Processing Amp; Metallurgy

    Gold Shaking Table - Mineral Processing Amp; Metallurgy

    A Gold Shaking Table are basically low-capacity machines used as last step in the gold upgrading process. The shaking table is a thin film shear flow process equipment that separates particle grains of its feed material based on the differences in their specific gravity density size and shape.Mineral rich particles from light to heavy and fine to coarse will be sorted by net effective weight.

  • Pdf Shaking Table Dynamics Results From A Test

    Pdf Shaking Table Dynamics Results From A Test

    Early studies have proved the sensitivity of the shaking table to payload characteristics 13 14. In fact the strong dynamic interaction between the shaking table and the payload 151617 .

  • Analysis Of Shaking Table‐Structure Interaction Effects

    Analysis Of Shaking Table‐Structure Interaction Effects

    An analytical model is developed to evaluate performance characteristics of unidirectional seismic simulators shaking tables. The validity of the model is verified with experimental measurements of the frequency response of the shaking table at the Catholic University of Peru.

  • The System Characteristics And Performance

    The System Characteristics And Performance

    THE SYSTEM CHARACTERISTICS AND PERFORMANCE OF A SHAKING TABLE by J. S. Hwang1 K. C. Chang 2 and G. C. Lee 3 M. ASCE June 1 1987 Technical Report No. NCEER-87-0004 NSF Grant No. ECE-85-16471 and NSF Master Contract Number ECE-86-07591 This report is one of two reports which describe the earthquake simulation facilities at SUNYBuffalo.

  • Shaking Table Testing Of A Multi-Storey Post-Tensioned

    Shaking Table Testing Of A Multi-Storey Post-Tensioned

    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.