SEISMIC DESIGN OF MASONRY STRUCTURES TO THE NEW PROVISIONAL NEW ZEALAND STANDARD NZS 4230P.

被引：0
|
作者：
Priestly, M.J.N. [1 ]
机构：
[1] Univ of Canterbury, Christchurch, NZ, Univ of Canterbury, Christchurch, NZ
来源：
Bulletin of the New Zealand National Society for Earthquake Engineering | 1985年 / 18卷 / 01期
关键词：
BUILDING CODES - New Zealand - BUILDINGS - Concrete - CONCRETE CONSTRUCTION - Standards - EARTHQUAKE RESISTANCE - Standards - STRUCTURAL DESIGN - Loads;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Background to seismic design aspects of the provisional New Zealand Code of Practice for Masonry Structural Design is given. Emphasis is given to reasons for differences in the provisional code from an earlier draft code. The changes include improved compatibility with the current Loadings Code NZS 4203 and the Concrete Design Code NZS 3101, provisions of simplified rules to ensure adequate ductility capacity, and additional information to provide guidance for ductile design of masonry frames. Some experimental results are presented to provide support for the provisions.
引用
收藏
页码：1 / 20
相关论文
共 50 条
  • [31] Seismic risk assessment for commercial masonry infill buildings within the Auckland region of New Zealand
    Fikri, Rijalul
    Gerstenberger, Matt
    Ingham, Jason
    BULLETIN OF EARTHQUAKE ENGINEERING, 2024, 22 (14) : 7149 - 7177
  • [32] Effectiveness of unreinforced masonry seismic retrofit programmes: review of policies in New Zealand and the United States
    Tong, Qing
    Filippova, Olga
    Ingham, Jason
    INTERNATIONAL JOURNAL OF DISASTER RISK REDUCTION, 2022, 76
  • [33] New advances in seismic design and assessment of steel structures
    Piluso, Vincenzo
    Open Construction and Building Technology Journal, 2014, 8 : 193 - 195
  • [34] New Lateral Force Distribution for Seismic Design of Structures
    Hajirasouliha, Iman
    Moghaddam, Hassan
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2009, 135 (08): : 906 - 915
  • [35] New Approaches to Seismic Design of Lightweight Steel Structures
    Block, Carsten
    Gundel, Max
    BAUDYNAMIK 2018, 2018, 2321 : 371 - 381
  • [36] FROM BRITTLE TO DUCTILE: 75 YEARS OF SEISMIC DESIGN IN NEW ZEALAND
    Megget, Leslie M.
    BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, 2006, 39 (03): : 158 - 169
  • [37] COMPARISON OF NEW ZEALAND STANDARDS USED FOR SEISMIC DESIGN OF CONCRETE BUILDINGS
    Fenwick, Richard
    MacRae, Gregory
    BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, 2009, 42 (03): : 187 - 203
  • [38] From brittle to ductile: 75 Years of seismic design in New Zealand
    Department of Civil and Environmental Engineering, University of Auckland, New Zealand
    Bull. NZ Soc. Earthquake Eng., 2006, 3 (158-169):
  • [39] New Zealand Fault-Rupture Depth Model v.1.0: A Provisional Estimate of the Maximum Depth of Seismic Rupture on New Zealand's Active Faults
    Ellis, Susan
    Bannister, Stephen
    Van Dissen, Russ
    Eberhart-Phillips, Donna
    Boulton, Carolyn
    Reyners, Martin
    Funnell, Rob
    Mortimer, Nick
    Upton, Phaedra
    Rollins, Chris
    Seebeck, Hannu
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2024, 114 (01) : 78 - 94
  • [40] ADAPTING THE STRUCTURAL DESIGN ACTIONS STANDARD FOR THE SEISMIC DESIGN OF NEW INDUSTRIAL PLANT
    Lindup, G. H.
    BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, 2007, 40 (03): : 81 - 141
12345