000 | 01715nam a2200169Ia 4500 | ||
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008 | 140223b1998 xxu||||| |||| 00| 0 eng d | ||
020 | _c0.00 | ||
082 |
_a624.1834 _bCON |
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100 | _aBounds, William | ||
245 | _aConcrete and Blast Effects | ||
260 |
_aDetroit _bAmerican Concrete Institute _c1998 |
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300 | _a309p | ||
500 | _aPart - 1: Design Aspects Approach for Designing Civilian Structures against Terrorist Attack Industrial Blast Resistant Facilities: An Engineer's /Constructor's Viewpoint Impulsive Loading Analysis and design Procedures for Nuclear Power Plant Facilities Protecting Petroleum Process Plant Buildings from Vapor Cloud Explossions Blast Resistant Shells the Final Option Part - 2: Current Procedures and Recent Developments Nature of Airblast Loads and Effects of a Process Cell Due to a Vapor Cloud Explosion Use and Misuse of Structural Damping in Blast Response Calculations Development of Design Criteria for Reinforcing Steel Splices in Blast Resistant Concrete Structures Shock Absorbing Structural Elements Part - 3: Theoretical Developments Effect of Loading Rate on Bond Behavior under Dynamic Loading Experimental Studies on Dynamic Response of Hardened Cement Paste Prediction of Dynamic Tensile Strength Role of Physical Testing in Impact Analysis of Concrete Structures Free Water in Concrete Pores: An Attempt of Physical Explanation of Concrete Dynamic Behavior Rate Sensitive Micromechanical Model for Concrete | ||
600 | _aCivil Engineering | ||
890 | _aUSA | ||
995 |
_ACON _D787.00 _E0 _F049 _G1323 _H0 _I0.00 _UC _W20020308 _XMaharastra India Chapter of American Concrete Institute _ZReference |
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999 |
_c45034 _d45034 |