Structural Performance Evaluation of a Building SystemU.S. National Bureau of Standards, 1969 - 122 pages A full-scale, first-story portion of a building system was tested in the laboratory in such a manner as to simulate the structural behavior of a three-story building under both service and potential ultimate loading conditions.Additional tests were performed on the system components to provide behavioral data needed for the evaluation of the system.Performance criteria for the evaluation of the structural safety and adequacy of certain building systems were developed.This report presents the results of the physical tests performed in the evaluation of the safety and structural adequacy of one such system, and discusses their significance.The report also presents data concerning the complex interaction between components which takes place in the building system.(Author). |
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... Effect of Exposure Site and other Vari- ables After Seven Years . 20 cents BSS2 . BSS3 . BSS4 . BSS5 . BSS6 . BSS7 . Some Properties of the Calcium Aluminoferrite Hydrates . 20 cents BSS8 . BSS9 . Interrelations Between Cement and ...
... Effect of Exposure Site and other Vari- ables After Seven Years . 20 cents BSS2 . BSS3 . BSS4 . BSS5 . BSS6 . BSS7 . Some Properties of the Calcium Aluminoferrite Hydrates . 20 cents BSS8 . BSS9 . Interrelations Between Cement and ...
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... Effect of vertical loads on north - south hori- zontal translation 54 9.14 . Test No. 14 , south wind load versus trans- lation 55 5.6 . Elevation of column reinforcement 33 5.8 . 5.7 . Long column details Main beam reinforcement 5.9 ...
... Effect of vertical loads on north - south hori- zontal translation 54 9.14 . Test No. 14 , south wind load versus trans- lation 55 5.6 . Elevation of column reinforcement 33 5.8 . 5.7 . Long column details Main beam reinforcement 5.9 ...
Page 1
... effects of so - called nonstructural portions of a build- ing system are , in general , neglected and the complex interaction of components is fre- quently overlooked . As a result , in those few cases where tests on complete building ...
... effects of so - called nonstructural portions of a build- ing system are , in general , neglected and the complex interaction of components is fre- quently overlooked . As a result , in those few cases where tests on complete building ...
Page 9
... effects on motion of connected members . It is neither feasible . nor necessary to simulate all these effects . Simulation of the most adverse conditions will generally lead to simplified approximations which are on the conservative ...
... effects on motion of connected members . It is neither feasible . nor necessary to simulate all these effects . Simulation of the most adverse conditions will generally lead to simplified approximations which are on the conservative ...
Page 10
... effect equal to the effect that may be expected on a struc- ture in the field . The reason for applying only one - half of the wind force to each wall is the above - discussed assumption of great floor stiffness , which would distribute ...
... effect equal to the effect that may be expected on a struc- ture in the field . The reason for applying only one - half of the wind force to each wall is the above - discussed assumption of great floor stiffness , which would distribute ...
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Common terms and phrases
0.12 VERTICAL DEFLECTION 1.7L Major floor applied initially axial load axis eccentricity building system center main beam CHANNEL 43 column connection Column loads computed creep Criterion curve cycles of loading deformation Exterior walls fire walls floor channels floor load versus floor slab ft² gross deflection H psf held constant HORIZONTAL TRANSLATION increments NOTES initially and held inserts laboratory lateral loads live load Load Computations load of 1.3D load versus beam load versus slab load versus translation load versus wall major axis Major floor load maximum measured midspan deflection minor axis oriented to permit Output Channel 72 precast components racking test reinforcement residual deflection simulated south wind load specimens steel struc superimposed load test on column test structure TIE BEAM tion topping slab versus beam deflection versus slab deflection versus wall compression vertical load versus vertical net deflection west wind load wind load versus
Popular passages
Page 2 - In recognition of the position of the United States as a signatory to the General Conference on Weights and Measures, which gave official status to the metric SI system of units in 1960...
Page 19 - ... margin. As a system, it exhibited strength and stiffness in excess of service and ultimate load requirements. (2) The walls of the system behaved as an integral part of the structure. They provided most of the stiffness of the system with respect to lateral loads, and provided a significant portion of the stiffness against vertical loads.