EXTERIOR WALL VENTING FOR SMOKE CONTROL IN TALL OFFICE BUILDINGS.

被引：0

作者：

Tamura, G.T.

机构：

来源：

ASHRAE Journal | 1978年 / 20卷 / 08期

关键词：

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Tests conducted on exterior wall venting in the context of a building pressurization approach to smoke control showed that venting rate depends on the amount of building pressurization, vent area, and leakage area of the floor enclosure. The author reviews conditions under which exterior wall venting can be applied effectively to multi-story buildings and gives a guideline for determining the required size of vent openings for controlling smoke movement.

引用

页码：43 / 48

共 50 条

[31] VISCOELASTIC DAMPING DEVICES PROVING EFFECTIVE IN TALL BUILDINGS.
Caldwell, D.B.
Engineering Journal, 1986, 23 (4 4th Quarte): : 148 - 150
[32] NONLINEAR ANALYSIS OF SPATIAL PANEL STRUCTURES FOR TALL BUILDINGS.
Obst, E.
Schaefer, H.G.
Bulletin of the International Association for Shell and Spatial Structures, 1975, 16 (59): : 15 - 22
[33] MODERN DEVELOPMENT IN STRUCTURAL DESIGN CONCEPTS FOR TALL BUILDINGS.
Liauw, T.C.
Indian Concrete Journal, 1972, 46 (11):
[34] DAMPING OF STRUCTURES. PART I: TALL BUILDINGS.
Anon
Engineering Sciences Data Unit, Data Items, 1983,
[35] FIELD CHECKS ON BUILDING PRESSURIZATION FOR SMOKE CONTROL IN HIGH-RISE BUILDINGS.
Tamura, G.T.
Shaw, C.Y.
ASHRAE Journal, 1981, 23 (02) : 21 - 25
[36] SMOKE MANAGEMENT IN OFFICE BUILDINGS
BLAZEK, W
FIRE SAFETY JOURNAL, 1984, 7 (01) : 107 - 113
[37] Elevator shaft pressurization for smoke control in tall buildings: The Seattle approach
Miller, Richard S.
BUILDING AND ENVIRONMENT, 2011, 46 (11) : 2247 - 2254
[38] SMOKE AND HEAT VENTING FOR SPRINKLERED BUILDINGS - A DIFFERENT PERSPECTIVE
TALBERT, JH
FIRE JOURNAL, 1987, 81 (03): : 26 - &
[39] Lateral Stiffness of Concrete Shear Walls for Tall Buildings. Discussion
Jiang, Huanjun
Fu, Bo
ACI STRUCTURAL JOURNAL, 2012, 109 (05) : 746 - 748
[40] ANALYSIS AND DESIGN OF FRAMED TUBE STRUCTURES FOR TALL CONCRETE BUILDINGS.
Khan, Fazlur R.
Amin, Navinchandra R.
Structural Engineer, 1973, 51 (03): : 85 - 92

← 1 2 3 4 5 →