|
× |
 |
RARID ESTIMATION OF EPICENTARL DISTANCE USING INITIAL PORTION OF P-WAVE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ANALYTICAL STUDY ON COMPOSITE STEEL PLATE WALLS USING A MODIFIED STRIP MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EARTHQUAKE AND CRACK GROWTH PATH IN THE ROCK MASSES UNDER SHEAR LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
LANDSLIDE HAZARD ZONATION OF THE TEHRAN METROPOLIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DIVIDING THE SKELETON OF REGULAR CONCRETE STRUCTURE BUILDINGS INTO INTERACTIVE PARTS AND USING DAMPERS BETWEEN THEM IN ORDER TO REDUCE THE SEISMIC RESPONSE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DAMAGE ESTIMATION OF 3-STORY STEEL BRACED FRAME WITH KHORJINI CONNECTIONS AND INFILL WALLS FOR TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECTS OF THE MULTI-SUPPORT EXCITATION ON LINEAR RESPONSE OF ONE-STORY BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
VERTICAL GROUND MOTION PREDICTION EQUATIONS FOR GA AND PSA IN ALBORZ-AZERBAIJAN, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE FAULT IN KHERRATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MEASUREMENTS OF SOIL GAS RADON IN AHWAZ FAULT, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
BEHAVIOR OF SOIL NAILED WALLS UNDER CYCLIC DYNAMIC LOADS WITH FINITE ELEMENT METHOD: CASE STUDY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE MONITORING OF EARTHQUAKE FOCAL ZONE USING ULTRA-STABLE EISMIC SOURCE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION ON THE SEISMIC DEMANDS OF LOW-RISE MOMENT-RESISTING FRAME BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
YIELDING-CURVED-BARS & HEMISPHERE CORE ENERGY DISSIPATING DEVICE AS THE CENTRAL SUPPORT OF REPAIRABLE BUILDINGS WITH SEE-SAW MOTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATING THE PROBABILISTIC WARNING TIMES FOR THE EARTHQUAKE EARLY WARNING SYSTEM (EEWS) ON THE NORTH TABRIZ FAULT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MODELLING OF REINFORCED CONCRETE BUILDING WITH ASYMMETRIC PLAN EQUIPPED BY SEMI-ACTIVE TUNED MASS DAMPER USING FUZZY CONTROLLER |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATION OF DISPLACEMENT AMPLIFICATION FACTOR (C1) IN THE CASE OF FOUNDATION ROCKING AND DETERMINING THE PROBABILITY OF OCCURRENCE OF THIS EVENT DURING THE EARTHQUAKE BY USING A RELIABILITY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NUMERICAL ANALYSIS OF FLEXIBLE SHALLOW FOUNDATIONS SUBJECTED TO NORMAL FAULT RUPTURE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF FOOTING BEHAVIOR ON SOILS REINFORCED BY GRANULAR RUBBERS AND GEOCELLS EXPERIMENTALLY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF THE ASSUMED DESIGNING SEISMIC COEFFICIENT ON SAFETY MARGIN AGAINST PROGRESSIVE COLLAPSE OF STEEL MOMENT RESISTING FRAME BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE OF IMPORTANT BUILDINGS IN THE 2012 VARZAGHAN-AHAR EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
|
