International Concrete Abstracts Portal

Showing 1-5 of 19 Abstracts search results

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: 

SP53-02

Date: 

January 1, 1977

Author(s):

Robert E. Englekrik

Publication:

Symposium Papers

Volume:

53

Abstract:

Two approaches to seismic resistant design, the building code approach as outlined in the Unified Building Code and the spectural dynamic approach, are compared.

DOI:

10.14359/17691


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: 

SP53-16

Date: 

January 1, 1977

Author(s):

Faisal M. Hassan and Neil M. Hawkins

Publication:

Symposium Papers

Volume:

53

Abstract:

A mathematical model is developed for predicting the relationship between the axial force on an anchored reinforcing bar and the displacement of the loaded end of that bar relative to the surrounding concrete. The model has different forms for monotonic and reversed cyclic loading.

DOI:

10.14359/17705


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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