nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Expected Seismic Behavior of Older Steel Structures
|
Roeder, Charles W. |
|
|
12 |
4 |
p. 805-821 |
artikel |
2 |
Lateral Response of Older Flat Slab Frames and the Economic Effect on Retrofit
|
Dovich, Laurel |
|
|
12 |
4 |
p. 667-691 |
artikel |
3 |
Measured Response of Roof Diaphragms and Wall Panels in Tilt-Up Systems Subjected to Cyclic Loading
|
Fonseca, Fernando S. |
|
|
12 |
4 |
p. 783-802 |
artikel |
4 |
Out-of-Plane Strength of Unreinforced Masonry Infill Panels
|
Abrams, Daniel P. |
|
|
12 |
4 |
p. 825-844 |
artikel |
5 |
Preface
|
Jirsa, James O. |
|
|
12 |
4 |
p. 5-7 |
artikel |
6 |
Repair and Retrofit of Unreinforced Masonry Structures
|
Manzouri, Teymour |
|
|
12 |
4 |
p. 903-922 |
artikel |
7 |
Retrofit of Concrete Columns with Inadequate Lap Splices by the Use of Rectangular Steel Jackets
|
Aboutaha, Riyad S. |
|
|
12 |
4 |
p. 693-714 |
artikel |
8 |
Retrofit of Non-Ductile Moment-Resisting Frames Using Precast Infill Wall Panels
|
Frosch, Robert J. |
|
|
12 |
4 |
p. 741-760 |
artikel |
9 |
Seismic Design and Testing of an RC Slab-Column Frame Strengthened by Steel Bracing
|
Masri, Adnan C. |
|
|
12 |
4 |
p. 645-666 |
artikel |
10 |
Seismic Evaluation of Existing Reinforced Concrete Building Columns
|
Lynn, Abraham C. |
|
|
12 |
4 |
p. 715-739 |
artikel |
11 |
Seismic Rehabilitation of Infilled Non-Ductile Frame Buildings Using Post-Tensioned Steel Braces
|
TerĂ¡n-Gilmore, Amador |
|
|
12 |
4 |
p. 863-882 |
artikel |
12 |
Seismic Rehabilitation of Reinforced Concrete Beam-Column Connections
|
Ghobarah, A. |
|
|
12 |
4 |
p. 761-780 |
artikel |
13 |
Seismic Strengthening of Unreinforced Masonry Piers with Steel Elements
|
Rai, Durgesh C. |
|
|
12 |
4 |
p. 845-862 |
artikel |
14 |
Some Retrofit Options for the Seismic Upgrading of Old Low-Rise School Buildings in Mexico
|
Tena-Colunga, Arturo |
|
|
12 |
4 |
p. 883-902 |
artikel |
15 |
The Role of Building Foundations in Seismic Retrofit
|
Roeder, Charles W. |
|
|
12 |
4 |
p. 925-942 |
artikel |