Call Number (LC) | Title | Results |
---|---|---|
HS 5.102:R 24/2/SPAN | Reconstrucción después de un incendio forestal. | 1 |
HS 5.102:R 26 | Emergency incident rehabilitation | 1 |
HS 5.102:R 31/2 | Incremental seismic rehabilitation of retail buildings providing protection to people and buildings. | 1 |
HS 5.102:R 49 | Risk MAP Discovery : capturing a more complete picture of your watershed. | 1 |
HS 5.102:SA 1/2004 | Taking shelter from the storm : building a safe room inside your house. | 1 |
HS 5.102:SA 5/ARABIC-ENGLISH | Tatawaffar al-musāʻadah li-izālat akyās al-rami Sandbag removal help available. | 1 |
HS 5.102:SE 4/2 | Techniques for the seismic rehabilitation of existing buildings | 1 |
HS 5.102:SE 4/4 |
Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components / Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components |
2 |
HS 5.102:SE 4/5 | Seismic considerations for steel storage racks located in areas accessible to the public | 1 |
HS 5.102:SE 4/6 | Incremental seismic rehabilitation of office buildings providing protection to people and buildings / | 1 |
HS 5.102:SE 4/7 |
Quantification of building seismic performance factors / Quantification of building seismic performance factors / |
2 |
HS 5.102:SE 4/8 | Effects of strength and stiffness degradation on seismic response | 1 |
HS 5.102:SE 4/9/2015/V.1-2 | NEHRP (National Earthquake Hazards Reduction Program) recommended seismic provisions for new buildings and other structures / | 1 |
HS 5.102:SE 4/12 | Seismic performance assessment of buildings / | 1 |
HS 5.102:SE 4/12/V.1-5/2018 | Seismic performance assessment of buildings / | 2 |
HS 5.102:SE 4/13 | Quantification of building seismic performance factors : component equivalency methodology / | 1 |
HS 5.102:SE 4/14 | Seismic design of rigid wall-flexible diaphragm buildings : an alternate procedure. | 1 |
HS 5.102:SE 4/15 | Seismic evaluation and retrofit of multi-unit wood-frame buildings with weak first stories. | 1 |
HS 5.102:SE 4/16 | Recommended simplified provisions for seismic design category B buildings / | 1 |
HS 5.102:SE 4/17 | Seismic evaluation of older concrete buildings for collapse potential / | 1 |