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THE RESEARCH PROGRESS OF LATTICE BOLTZMANN METHOD IN NON-NEWTONIAN FLUID FLOW
LI Yong, LIU Wenqin
2014, 36(4): 383-395. DOI: 10.6052/1000-0879-14-168
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ADVANCES IN RESEARCH OF HYDRAULIC FRACTURES IN UNCONSOLIDATED SANDS
ZHANG Weidong, YANG Zhicheng, WEI Yameng
2014, 36(4): 396-402. DOI: 10.6052/1000-0879-13-438
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THE MECHANISM OF EXPLOSIVE SPALLING OF HIGH STRENGTH AND HIGH PERFORMANCE CONCRETE EXPOSED TO ELEVATED TEMPERATURE
WANG Li, LIU Hongbin, JU Yangy, LIU Jinhui, TIAN Kaipeiyy, GE Zhishun
2014, 36(4): 403-412. DOI: 10.6052/1000-0879-13-272
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ADVANCES IN TRUE TRIAXIAL TEST OF UNSATURATED SOILS
ZHANG Changguang, ZHAO Junhai, CHEN Xindong, ZHU Donghui
2014, 36(4): 413-419. DOI: 10.6052/1000-0879-13-110
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THE ERECTING EGG IN WATER AND LAGRANGE’S THEOREM
LIU Yanzhu
2014, 36(4): 420-421,402. DOI: 10.6052/1000-0879-13-332
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TYPHOON, SOLITON AND HELICAL STRUCTURE-AN APPROACH TO COMBINE DIFFERENT DISCPLINES
ZHAO Songnian, HU Fei, ZHU Jiang
2014, 36(4): 422-428. DOI: 10.6052/1000-0879-13-441
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SHOCK WAVE LOADING OF CONTACT SURFACE DETONATION MODE
JIN Yanjuan, ZHANG Zhu, LIU Jianyue
2014, 36(4): 429-432. DOI: 10.6052/1000-0879-13-450
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ANALYSIS OF A TRANSIENT ELASTODYNAMIC CRACK IN PIEZOELECTRIC MATERIALS USING A SINGULAR INTEGRAL EQUATION METHOD
ZHAO Peng, QIN Taiyany, ZHANG Linnany
2014, 36(4): 433-436. DOI: 10.6052/1000-0879-13-488
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LOCATING BEAM DAMAGE BASED ON INITIAL FLEXURAL STIFFNESS DETECTION
MA Zhongjun, ZHONG Luo, ZHANG Yiny
2014, 36(4): 437-441,446. DOI: 10.6052/1000-0879-13-550
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OPTIMAL SPECIMEN DESIGN FOR LAP SHEAR TEST
LAN Tianbao, SU Fei
2014, 36(4): 442-446. DOI: 10.6052/1000-0879-13-394
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THREE-DIMENSIONAL CELLULAR AUTOMATA MODEL FOR PREDICTING LOCAL CORROSION
GUO Dongxu, REN Keliang, WANG Yanchang, GUO Xiaoju, ZHANG Enshan
2014, 36(4): 447-452. DOI: 10.6052/1000-0879-13-495
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THERMAL STRESSES IN ELASTIC MULTILAYER SYSTEMS
LIU Xing, ZHU Jiaqi, HAN Jiecai
2014, 36(4): 453-456. DOI: 10.6052/1000-0879-14-107
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THE NEW CALCULATION METHOD FOR CONTACT FORCE IN DRILLSTRING MECHANICS
ZHOU Zhihong, QIN Jiang, GONG Xiaoxia, FENG Ding, TU Yiliu
2014, 36(4): 457-460,452. DOI: 10.6052/1000-0879-13-555
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EXPERIMENTAL STUDY OF SUBSIDENCE DEFORMATION OF AEOLIAN SOIL AROUND FUXIN CITY UNDER SEISMIC LOADS
YANG Bowei
2014, 36(4): 461-465. DOI: 10.6052/1000-0879-13-476
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TRIAL FUNCTION METHOD FOR THE LONGITUDINAL VIBRATION OF RODS WITH VARIABLE CROSS-SECTIONS
Naranm, ula
2014, 36(4): 466-469. DOI: 10.6052/1000-0879-13-362
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CALCULATION OF DYNAMIC LOAD IMPACT OF BIMODULOUS BEAM WITH CONSIDERATION OF SHEAR EFFECT AND DAMPING
WU Xiao, HUANG Zhigang
2014, 36(4): 470-473. DOI: 10.6052/1000-0879-13-228
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METHOD OF THE LINEAR ELASTIC BAR CALCAULATION UNDER SMALL DEFORMATION CONDITIONS
LI Libai
2014, 36(4): 474-477. DOI: 10.6052/1000-0879-13-197
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DETERMINATION OF DISPLACEMENT OF A BEAM WITH ONE END OVERHANGING IN SYMMETRIC BENDING WITH CONVERSION METHOD
YU Xiaojin
2014, 36(4): 478-482. DOI: 10.6052/1000-0879-13-300
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THE INVERSE PROPOSITION ABOUT THE SYMMETRY OF LINEAR CONSTITUTIVE LAW
WANG Huailei, SU Zhenchaoy
2014, 36(4): 483-485. DOI: 10.6052/1000-0879-13-206
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THE FRICTIONLESS SLIDING OF AN OBJECT ALONG A ROPE
HUANG Ruipu, ZHUO Xin
2014, 36(4): 486-490. DOI: 10.6052/1000-0879-13-297
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GEOMETRICAL METHOD TO DETERMINE THE CENTER OF A PARALLEL FORCE SYSTEM
DU Maolin, CHEN Guoliang
2014, 36(4): 491-492. DOI: 10.6052/1000-0879-13-227
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