International Concrete Abstracts Portal

Showing 1-5 of 19 Abstracts search results

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


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: 

SP53-09

Date: 

January 1, 1977

Author(s):

J. P. Laible, R.N. White, and P. Gergely

Publication:

Symposium Papers

Volume:

53

Abstract:

Shear transfer (across open cracks in reinforced concrete) by the mechanism of interface shear transfer on the rough concrete surfaces is investigated experimentally.

DOI:

10.14359/17698


1234

Results Per Page 





ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Edit Module Settings to define Page Content Reviewer