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). |
From inside the book
Results 1-5 of 13
Page
... forces 9. Interpretation of results 9.2.1 . Structural response to vertical loads 9.2.2 . Compliance with performance criteria , vertical loads 223 14 14 14 14 14 9.3 . Horizontal forces 16 3 9.3.1 . Horizontal loads in the North 3 ...
... forces 9. Interpretation of results 9.2.1 . Structural response to vertical loads 9.2.2 . Compliance with performance criteria , vertical loads 223 14 14 14 14 14 9.3 . Horizontal forces 16 3 9.3.1 . Horizontal loads in the North 3 ...
Page 2
... Force 3.1 . Service Loads D = service dead load L = service live load H = service wind load 3.2 . Simulated Loads on Test Structure ( see fig . 6.1 ) P = 2d story column loads Hw Hs = = H's = 20 = West wind load South wind load at fire ...
... Force 3.1 . Service Loads D = service dead load L = service live load H = service wind load 3.2 . Simulated Loads on Test Structure ( see fig . 6.1 ) P = 2d story column loads Hw Hs = = H's = 20 = West wind load South wind load at fire ...
Page 3
... forces . Gross deflection is the total deflection of a point . Net deflection is the part of the gross de- flection at a point which is attributable solely to the deformation of a structural member or assembly between its supports ...
... forces . Gross deflection is the total deflection of a point . Net deflection is the part of the gross de- flection at a point which is attributable solely to the deformation of a structural member or assembly between its supports ...
Page 4
... forces . 4.4.3 . Vertical Deflections Under Service Live Load At a load of 1 dead and 1 live ( 1D + 1L ) , the vertical deflection due to the superimposed load of 1 live ( 1L ) shall not exceed the follow- ing : where : dv l dv < 360 ...
... forces . 4.4.3 . Vertical Deflections Under Service Live Load At a load of 1 dead and 1 live ( 1D + 1L ) , the vertical deflection due to the superimposed load of 1 live ( 1L ) shall not exceed the follow- ing : where : dv l dv < 360 ...
Page 8
... forces caused by dead , live , and wind loads which would be exerted on the test structure by the rest of the structure under field conditions . The test structure is thus treated in the lab- oratory as a " free body . " The test ...
... forces caused by dead , live , and wind loads which would be exerted on the test structure by the rest of the structure under field conditions . The test structure is thus treated in the lab- oratory as a " free body . " The test ...
Other editions - View all
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.