STATISTICAL-ANALYSIS OF RULISON LOW-RISE BUILDING DAMAGE

被引：0
|
作者：
FARHOOMA.I
SCHOLL, RE
机构：
来源：
TRANSACTIONS OF THE AMERICAN NUCLEAR SOCIETY | 1971年 / 14卷 / 02期
关键词：
D O I：
暂无
中图分类号：
TL [原子能技术]; O571 [原子核物理学];
学科分类号：
0827 ; 082701 ;
摘要：
引用
收藏
页码：691 / &
相关论文
共 50 条
  • [21] EXPERIMENTAL STUDY OF FLOW PAST A LOW-RISE BUILDING
    Mahmood, M.
    Srinivas, K.
    Budair, M. O.
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2008, 33 (2B): : 551 - 568
  • [22] Analysis of Wind Load Effect on the Roof of Low-rise Building in the Mountain Terrain
    Peng Xingqian
    Shi Linglin
    Cui Limin
    Yang Rong
    ICTAS 2009: PROCEEDINGS OF SHANGHAI INTERNATIONAL CONFERENCE ON TECHNOLOGY OF ARCHITECTURE AND STRUCTURE, PT I, 2009, : 260 - 267
  • [23] Analysis of wind load effect on the roof of low-rise building in the mountain Terrain
    Peng, Xingqian
    Shi, Linglin
    ADVANCED RESEARCH ON ADVANCED STRUCTURE, MATERIALS AND ENGINEERING, 2012, 382 : 176 - 182
  • [24] LOCAL WIND LOADING ON THE ROOF OF A LOW-RISE BUILDING
    BIENKIEWICZ, B
    SUN, YW
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1992, 45 (01) : 11 - 24
  • [25] Seismic upgrade design of a low-rise steel building
    NateghiA, F
    ENGINEERING STRUCTURES, 1997, 19 (11) : 954 - 963
  • [26] Distribution of Building Nonstructural Components in Height Subjected to Cost of Damage for Low-Rise Office Buildings
    Haj Najafi, L.
    Tehranizadeh, M.
    CIVIL ENGINEERING INFRASTRUCTURES JOURNAL-CEIJ, 2016, 49 (02): : 173 - 196
  • [27] Field testing of low-rise base isolated building
    Braga, Franco
    Laterza, Michelangelo
    1600, Elsevier Ltd (26):
  • [28] DISTRIBUTION OF PEAK WIND LOADS ON A LOW-RISE BUILDING
    HOLMES, JD
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1988, 29 (1-3) : 59 - 67
  • [29] Wake of Elongated Low-Rise Building at Oblique Incidences
    Wang, Fei
    Lam, Kit Ming
    ATMOSPHERE, 2021, 12 (12)
  • [30] Field testing of low-rise base isolated building
    Braga, F
    Laterza, M
    ENGINEERING STRUCTURES, 2004, 26 (11) : 1599 - 1610
12345