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International Concrete Abstracts Portal

Showing 1-5 of 19 Abstracts search results

Document: 

SP53-12

Date: 

January 1, 1977

Author(s):

S.M. Uzumeri

Publication:

Symposium Papers

Volume:

53

Abstract:

The results of an experimental study of the behavior of cast-in-place reinforced concrete beam-column joints, subjected to slow load reversals simulating seismic loading are presented.

DOI:

10.14359/17701


Document: 

SP53-18

Date: 

January 1, 1977

Author(s):

H. Gallegos and R. Rios

Publication:

Symposium Papers

Volume:

53

Abstract:

This paper analyzes the authors' experience in repairing reinforced concrete buildings damaged by earthquakes. Buildings damaged by a first earthquake were repairedd and subsequently, those repaired buildings underwent the effects of second and third quakes. In some cases, those new seismic actions caused further damage which also had to be repaired.

DOI:

10.14359/17707


Document: 

SP53-01

Date: 

January 1, 1977

Author(s):

Roland L. Sharpe

Publication:

Symposium Papers

Volume:

53

Abstract:

An overview of the earthquake problem is presented. How earthquakes occur, the resulting ground motions, effects of site conditions, reponse of structures, performance of concrete buildings and recent design improvements are discussed.

DOI:

10.14359/17690


Document: 

SP53-15

Date: 

January 1, 1977

Author(s):

Faisal M. Hassan and Neil M. Hawkins

Publication:

Symposium Papers

Volume:

53

Abstract:

High intensity cyclic loading tests are reported for 13 stub cantilever specimens. Bond conditions for the tensile reinforcement in those specimens were presumed to simulate conditions for beam bars in beam-column connections. A displacement controlled loading device was used.

DOI:

10.14359/17704


Document: 

SP53-17

Date: 

January 1, 1977

Author(s):

Lawerence G. Selna and John H. Lawder

Publication:

Symposium Papers

Volume:

53

Abstract:

The importance of overturning forces and biaxial repsonse is studied for 3D reinforced concrete frame structures subjected to biaxial inputs. A biaxial yield rule is used for the moment-curvature relation.

DOI:

10.14359/17706


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