|
× |
 |
EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS |
20,000 ریال |
|
40,000 ریال |
|
× |
|
FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ADAPTIVE PUSHOVER ANALYSIS OF REINFORCED CONCRETE STRUCTURES |
20,000 ریال |
|
40,000 ریال |
|
× |
|
EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
TURKISH DISASTER DATA BANK (TABB) |
0 ریال |
|
0 ریال |
|
× |
|
IMPROVEMENT OF KHORJINI CONNECTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AFTERSHOCK DECAY RATES IN THE ZAGROS AND PROBABILISTIC SEISMIC AFTERSHOCK HAZARD ANALYSIS OF THE 2013 APRIL 9 SHONBE (BUSHEHR) EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
تبیین معیارهای مسکن موقت پس از زلزله بر مبنای تحلیل پارامترهای نظام انسانی در استقرار فضایی |
30,000 ریال |
|
30,000 ریال |
|
× |
|
MECHANICAL PROPERTIES OF COMPRESSED ADOBE BRICK |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ASSESSMENT OF NGA IN CONSIDERATION OF UNCERTAINTY RELATED TO FAULT RUPTURE MODEL PARAMETERS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
PROBABILISTIC ASSESSMENT OF VERTICAL IRREGULARITY EFFECTS ON THE SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE FAULTING AT THE GOTVAND DAM SITE BASED ON SEISMIC AND GEOTECHNICAL DATA |
20,000 ریال |
|
20,000 ریال |
|
|
