× |
|
EFFICIENCY ASSESSMENT OF SCALAR INTENSITY MEASURES IN PREDICTING ENGINEERING DEMAND PARAMETERS |
20,000 ریال |
|
20,000 ریال |
× |
|
A STUDY ON HIGH FREQUENCY DECAY PARAMETER (KAPPA) FROM VARZAGHAN-AHAR DOUBLE EARTHQUAKES, NORTHWESTERN IRAN (MW 6.5 & 6.3) |
20,000 ریال |
|
20,000 ریال |
× |
|
GEOMETRICAL INTERPRETATION OF PLATE MOTIONS IN JAPAN DURING JUNE 2008 AND MARCH 2011 EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
× |
|
SHAKE TABLE TESTS ON THE STEEL FLUID STORAGE TANK MODELS |
20,000 ریال |
|
20,000 ریال |
× |
|
EVALUATION OF THE EFFECT OF PGV/PGA RATIO OF STRONG GROUND MOTIONS ON RESPONSES OF SOIL STRUCTURE SDOF SYSTEMS |
20,000 ریال |
|
20,000 ریال |
× |
|
AN INVESTIGATION ON THE EFFECT OF SLIP VELOCITY OF FAULT ON ITS PROPAGATION THROUGH SOIL |
20,000 ریال |
|
20,000 ریال |
× |
|
TECTONIC INVESTIGATION OF EARTHQUAKE REGIONAL ACCUMULATIONS IN AFGHANISTAN |
20,000 ریال |
|
20,000 ریال |
× |
|
SEISMIC RETROFIT OF REINFORCED CONCRETE BUILDINGS WITH T-SHAPE PLAN USING EXTERNAL STIFF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
× |
|
ESTIMATION OF STRONG GROUND MOTION PARAMETERS OF INITIAL PART OF P-WAVE FOR EARLY WARNING SYSTEMS IN THE AZARBAIJAN REGION |
20,000 ریال |
|
20,000 ریال |
× |
|
NUMERICAL EVALUATION OF THE STRIKE SLIP FAULT EFFECTS ON THE STEEL BURIED PIPELINES |
20,000 ریال |
|
20,000 ریال |
× |
|
NON-LINEAR STUDY OF BASE SHEAR AND MOMENT OF COMPOSITE COLUMNS |
20,000 ریال |
|
20,000 ریال |
× |
|
PRELIMINARY SEISMIC MICROZONATION OF BOJNORD USING MICROTREMORS |
20,000 ریال |
|
20,000 ریال |
× |
|
STATIC AND EIGENVALUE ANALYSIS OF CRACKED IMOSHENKO BEAM BY NEW MACRO ELEMENT CONTAINED ARBITRARY NUMBER OF CRACKS |
20,000 ریال |
|
20,000 ریال |
× |
|
DETERMINATION OF LATERAL CAPACITY OF TWO-STORY-X BRACED FRAMES CONSIDERING HYSTERESIS BEHAVIOUR OF CONNECTIONS |
20,000 ریال |
|
20,000 ریال |
× |
|
CAN THE EXTRACTED LOW-FREQUENCY PULSES PREDICT THE SEISMIC RESPONSE OF STRUCTURES? |
20,000 ریال |
|
20,000 ریال |
× |
|
SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS) |
20,000 ریال |
|
20,000 ریال |
× |
|
IMPROVED NUMERICAL INTEGRATION PROCEDURE FOR APPLICATION TO SEISMIC HYBRID SIMULATION |
20,000 ریال |
|
20,000 ریال |
× |
|
THE EFFECT OF DIFFERENT PARAMETERS ON A SINGLE INVARIANT LATERAL FORCE DISTRIBUTION TO CONSIDER THE HIGHER MODES EFFECT IN A PUSHOVER PROCEDURE |
20,000 ریال |
|
20,000 ریال |
× |
|
VULNERABILITY SCANNING MODES BURIED PIPELINE DUE TO EARTHQUAKE DAMAGE |
20,000 ریال |
|
20,000 ریال |
× |
|
EMERGENCY SETTLEMENT EXPERIENCES IN IRAN: LESSONS TOWARD MORE EFFICIENCY IN POST-QUAKE |
20,000 ریال |
|
20,000 ریال |
|